meyer mohaddes associates traffic impact analysis

PACIFIC GATEWAY CARGO CENTER CMP TRAFFIC IMPACT ANALYSIS Prepared for Aeroterm and

City of Ontario Prepared by Meyer, Mohaddes Associates 707 Wilshire Boulevard, Suite 4810 Los Angeles, CA 90017 April, 2006 J04-1615

Pacific Gateway Cargo Center CMP Traffic Impact Analysis

Meyer, Mohaddes Associates

i

TABLE OF CONTENTS 1 Introduction ........................................................................................................................................... 1

1.1 Background .................................................................................................................................... 1 1.2 Project Description......................................................................................................................... 1 1.3 Study Area and Methodology ........................................................................................................ 4

2. Existing Conditions ............................................................................................................................... 8 2.1 Existing Roadway System ............................................................................................................. 8 2.2 Existing Traffic Volumes............................................................................................................. 11 2.3 Existing Levels of Service ........................................................................................................... 11

3. Project Traffic ..................................................................................................................................... 15 3.1 Introduction.................................................................................................................................. 15 3.2 Trip Generation ............................................................................................................................ 15 3.3 Trip Distribution and Traffic Assignment.................................................................................... 15

4. Traffic Impact Analysis....................................................................................................................... 18 4.1 Introduction.................................................................................................................................. 18 4.2 Project Opening Day Analysis (2020) ......................................................................................... 18 4.3 Future Horizon Year 2030 With Project Conditions.................................................................... 25

5. Recommended Mitigation Measures................................................................................................... 31 5.1 Introduction.................................................................................................................................. 31 5.2 Recommended Mitigation Measures for 2020 – Project Opening Day ....................................... 31 5.3 Recommended Mitigation Measures for 2030............................................................................. 35

6. Contribution of Project Trips to Future Traffic Volumes ................................................................... 39 6.1 Introduction.................................................................................................................................. 39 6.2 Contribution of Project Trips to 2020 Traffic Volumes............................................................... 39 6.3 Contribution of Project Trips to 2030 Traffic Volumes............................................................... 43

7. Focused Site Specific Analysis ........................................................................................................... 47 7.1 Project Site Access Driveways on Airport Drive......................................................................... 47 7.2 Truck Impact Analysis ................................................................................................................. 49 7.3 Grove Avenue/Fourth Street/I-10 Impacts and Need Assessment............................................... 53 7.4 Potential PGCC Impacts to ONT Terminal Access ..................................................................... 56 7.5 Impacts to Future High Speed Rail/Maglev Operations .............................................................. 57 7.6 Potential Impacts to Structural Sections of Surrounding Streets ................................................. 58 7.7 Grade Separation Analysis on Vineyard Avenue at UPRR Alhambra Line ................................ 59 7.8 Summary of Focused Site Specific Analysis in Relation to PGCC ............................................. 61

8. Summary and Conclusions.................................................................................................................. 63

Appendix A

Appendix B

Appendix C



ii

LIST OF FIGURES Figure 1-1: Project Vicinity............................................................................................................................. 2 Figure 1-2: Site Map........................................................................................................................................ 3 Figure 1-3: Key Study Intersections ................................................................................................................ 5 Figure 2-1: Existing Lane Configurations ..................................................................................................... 10 Figure 2-2: 2004 Existing AM Peak Hour Traffic Volume........................................................................... 12 Figure 2-3: 2004 Existing PM Peak Hour Traffic Volume ........................................................................... 13 Figure 3-1: AM Peak Hour Forecast Project Trips........................................................................................ 16 Figure 3-2: PM Peak Hour Forecast Project Trips ........................................................................................ 17 Figure 4-1: 2020 Base Lane Configurations.................................................................................................. 19 Figure 4-2: Planned and Programmed Improvements ................................................................................... 20 Figure 4-3: 2020 With Project AM Peak Hour Volumes .............................................................................. 22 Figure 4-4: 2020 With Project PM Peak Hour Volumes ............................................................................... 23 Figure 4-5: 2030 Future Base Lane Configurations ...................................................................................... 26 Figure 4-6: 2030 With Project AM Peak Hour Volumes .............................................................................. 28 Figure 4-7: 2030 With Project PM Peak Hour Volumes ............................................................................... 29 Figure 5-1: 2020 Mitigation Lane Configurations......................................................................................... 34 Figure 5-2: 2030 Future Base Geometrics with Mitigation Measures........................................................... 38 Figure 7-1- AM Peak Hour Project Truck Volumes ..................................................................................... 51 Figure 7-2- PM Peak Hour Project Truck Volumes ...................................................................................... 52 Figure 7-3- Grove Avenue/Fourth Street/I-10 Interchange Concepts ........................................................... 55



iii

LIST OF TABLES Table 1-1: Study Intersections......................................................................................................................... 6 Table 1-2: Highway Capacity Manual Levels of Service Interpretation ......................................................... 7 Table 2-1: Existing AM and PM Peak Hour Freeway Volumes ................................................................... 11 Table 2-2: Existing AM and PM Peak Hour Freeway Segment Level of Service ........................................ 14 Table 2-3: Existing AM and PM Peak Hour Intersection Level of Service .................................................. 14 Table 3-1: Daily Project Trip Generation...................................................................................................... 15 Table 4-1: 2020 With Project AM and PM Peak Hour Freeway Volumes ................................................... 21 Table 4-2: 2020 With Project AM and PM Peak Hour Freeway Segment Level of Service ........................ 21 Table 4-3: Project Opening Year (2020) AM Peak Hour-Intersection Level of Service .............................. 24 Table 4-4: Project Opening Year (2020) PM Peak Hour Intersection Level of Service ............................... 24 Table 4-5: 2030 With Project AM and PM Peak Hour Freeway Volumes ................................................... 27 Table 4-6: 2030 With Project AM and PM Peak Hour Freeway Segment Level of Service ........................ 27 Table 4-7: Project Horizon Year (2030) AM Peak Hour Intersection Level of Service ............................... 30 Table 4-8: Project Horizon Year (2030) PM Peak Hour Intersection Level of Service ................................ 30 Table 5-1: 2020 Basic Freeway Segment Analysis ....................................................................................... 31 Table 5-2: 2020 Project Opening Day AM Peak Hour Mitigated Intersection Levels of Service ................ 33 Table 5-3: 2020 Project Opening Day PM Peak Hour Mitigated Intersection Levels of Service ................. 33 Table 5-4: 2030 Basic Freeway Segment Analysis ....................................................................................... 35 Table 5-5: Future 2030 PM Peak Hour Mitigated Intersection Levels of Service ........................................ 37 Table 5-6: Future 2030 PM Peak Hour Mitigated Intersection Levels of Service ........................................ 37 Table 6-1: 2020 Freeway Project Share Percent............................................................................................ 39 Table 6-2: 2020 AM Peak Hour Intersection Project Share Percent ............................................................. 41 Table 6-3: 2020 PM Peak Hour Intersection Project Share Percent.............................................................. 41 Table 6-4: 2020 Intersection Worst Case Mitigation Costs........................................................................... 42 Table 6-5: 2030 Freeway Project Share Percent............................................................................................ 43 Table 6-6: 2030 AM Peak Hour Intersection Project Share Percent ............................................................. 44 Table 6-7: 2030 PM Peak Hour Intersection Project Share Percent.............................................................. 44 Table 6-8: 2030 Intersection Worst Case Mitigation Costs........................................................................... 46 Table 7-1: 2030 Signal Warrants Analysis.................................................................................................... 48 Table 7-2: 2030 AM Peak Hour Vehicle Classification Volumes................................................................. 49 Table 7-3: 2030 PM Peak Hour Classification Volumes............................................................................... 50 Table 7-4: Project Daily Volumes on Grove Avenue for 2020 and 2030 ..................................................... 54 Table 7-5: 2030 Intersection LOS Comparison at Grove Avenue/Fourth Street/I-10................................... 54 Table 7-6: 2030 Grove Avenue/Fourth Street/I-10 Concepts LOS Results .................................................. 56 Table 7-7: Airport Drive Terminal Access Intersections LOS Results ......................................................... 57 Table 7-8: 2030 Daily Vehicle Classification Volumes ................................................................................ 58 Table 7-9: 2030 Rail Delay Calculations for Vineyard Avenue at UPRR Alhambra Line ........................... 60



1

1 Introduction 1.1 Background The purpose of this study is to assess the traffic impacts resulting from the development of the Pacific Gateway Cargo Center (PGCC or project) in the northwest corner of Ontario International Airport (ONT), in the City of Ontario, and to identify the traffic mitigation measures necessary to maintain the established level of service standards for the elements of the impacted transportation system in compliance with the San Bernardino County Congestion Management Program (CMP) and the City of Ontario standards. The scope of this traffic study was developed in conjunction with staff from the City of Ontario and San Bernardino Associated Governments (SANBAG), which is the County Congestion Management Agency (CMA). The project approach, assumptions, and methodology are consistent with the 2003 Update of the San Bernardino County CMP. As applicable, this report also addresses guidance from Los Angeles World Airports (LAWA), a self-supporting branch of the City of Los Angeles. LAWA is the owner and operator of ONT and the lead agency for the project under the California Environmental Quality Act (CEQA). The traffic study is intended to quantify and analyze the potential traffic and circulation impacts associated with the project-generated traffic on the street and freeway system within the specified study area surrounding the project site. Both the AM and the PM peak periods are analyzed in this study. The following traffic scenarios are included in the analysis:

• Existing Conditions (2004) • Project Opening Day (full project) with Project Conditions (2020) • CMP Horizon Year with Project Conditions (2030)

1.2 Project Description Project Site Location: The project site and general vicinity are shown in Figure 1-1. The project site comprises the northwest corner of ONT, and it is primarily bounded by other ONT facilities to the east and south, West Cucamonga Channel to the west, and Airport Drive to the north. Several airplane hangars, unused buildings, and paved lots occupy the project site. One of the hangars is leased to passenger airlines for belly cargo operations. Portions of other hangars have been used by a cargo airline for seasonal (winter holiday) mail operations. Other portions of the project site are used for various, interim, ad-hoc revenue producing activities. In general, however, the majority of the structures on site are vacant and lack long-term users. Project Description The PGCC is proposed to provide over 1,000,000 square feet of air cargo facilities, including approximately 770,000 square feet of warehousing and 290,000 square feet of office space. Over 1,600 parking spaces will be provided, and over 300 truck bays will be constructed on the project site. Several separate auto access and truck access driveways will be provided on Airport Drive, as illustrated in Figure 1-2. The project is planned to be built in phases and fully constructed and occupied by approximately 2020. Site Access and Circulation: Figure 1-1 illustrates the location of the proposed project in relation to the adjacent roadway system. Figure 1-2 shows the proposed site plan for the completed project. Vehicular access to the project site will be primarily provided via several site access driveways on Airport Drive. Each of the access points would be located to provide easy access to each of the five phases.

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Study Intersections.cdr 7/01/04

Meyer, Mohaddes Associates, Inc.An Iteris Company

Aeroterm Pacific Gateway Cargo Center

15

10

60

Ontario International Airport

N

NOT TO SCALE

Holt Bl

Euc

lidA

v

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Etiw

and

aA

v

Ontario Mills Pkwy

7th St

Riverside Dr

Philadelphia St

83

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

Figure 1-1

Project Location

Project

Site

Figure 1-2

Project Site Access Points

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Site Access.cdr 02/09/05

Meyer, Mohaddes AssociatesA business unit of Iteris, Inc.


#1 #2 #3 #4 #5 #6 #7 #8 #9



4

1.3 Study Area and Methodology Because of its size and location, this project is subject to a CMP analysis under the guidelines for the County of San Bernardino. The City of Los Angeles’s methodology for traffic impact studies is not applicable to this LAWA project because all surface streets and freeways in the study area are public roads within San Bernardino County, and therefore fall under the control of SANBAG for traffic analysis. SANBAG is the County’s designated congestion management agency and is responsible for oversight of the traffic analysis. The County’s CMP methodology requires a project to mitigate its traffic impact to level of service “E” or better whenever the traffic generated by the proposed development causes the level of service of study CMP intersections to degrade to LOS “E” or “F” and the project contributes 80 or more trips to the intersection during the AM or PM peak hours. Prior to commencing work on this traffic impact study, coordination meetings were held with City of Ontario staff and SANBAG as a part of a scoping process to finalize study parameters and methodology. The CMP allows an intersection to operate at level of service “E”, while the City of Ontario requires an LOS “D” as a minimum acceptable level. In this analysis, minimum acceptable intersection operating conditions will follow the City of Ontario guidelines for all intersections. Future forecast traffic volumes on intersections and roadways in the study area were developed using a specially refined version of the San Bernardino County Comprehensive Transportation Plan (CTP) Traffic Model. The CTP model is based on the 2025 Regional Transportation Plan (RTP) developed by the Southern California Association of Governments (SCAG) with more robust detail in San Bernardino and Riverside Counties. The CTP Model was refined to show greater detail around ONT with an expanded zonal structure. ONT has several access points all around the airport which serve different land uses and different trip purposes. Zones were created to represent each of these access points and to accurately represent the various airport-related land uses. Air cargo is separate from terminal trips, rental car trips, and general aviation. This level of detail allows for all access points to airport-related land uses to be accurately modeled. It also allows for each trip type and purpose to access the CTP model network where it would actually enter the City of Ontario’s traffic network, similar to the actual on the ground conditions. This refined version of the CTP model is referred to in this report as the “Refined ONT CTP Model.” Data from a select-zone analysis for the model traffic analysis zone (TAZ) containing the project site was used to determine the trip distribution patterns for the project in accordance with SANBAG and County CMP guidelines. This information was used to develop a detailed distribution of project-related traffic on the CMP roadway network. A total of 11 intersections were initially identified for this analysis. Similarly, using the CMP guidelines and the traffic model results, a total of 3 freeway segments were specified to be studied to identify project impacts. Based on a review of the site plan as well as an analysis of baseline traffic model results, a total of 9 non-CMP intersections were also selected by the City of Ontario and were added to the analysis. Figure 1-3 shows the locations of the study intersections and Table 1-1 presents the list of study intersections and the type of traffic control for each location. These study intersections were analyzed using the 2000 Highway Capacity Manual (HCM) delay methodology as prescribed by SANBAG CMP Traffic Impact Analysis (TIA) guidelines. The following project scenarios were analyzed in this study:

• Existing Conditions – Analyzes current operating conditions on study intersections using existing traffic counts.

• Year 2020 Project Opening Day with Project Conditions – Analyzes the operating conditions of the study area intersections and freeways immediately after the completion of all phases of the project, as planned for 2020.

• Year 2030 Plus Project Conditions – Analyzes future traffic conditions of the study area by the year 2030 (CMP horizon year) with the full buildout of the project.




15

10

60

Figure 1-3

Study Intersections


N

NOT TO SCALE

Holt Bl

Euc

lidA

v

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Etiw

and

aA

v

Ontario Mills Pkwy

7th St

Riverside Dr

Philadelphia St

83

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

LEGEND

# Study Intersection

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

17

18

1920

16



6

Table 1-1: Study Intersections Node No. Intersection CMP

Intersection Signalized

Intersection 1 Grove Avenue at 4th Street 2 Grove Avenue at Holt Boulevard 3 Grove Avenue at Airport Drive/State Street - 4 Grove Avenue at Mission Boulevard 5 Grove Avenue at Belmont Street - - 6 Grove Avenue at Francis Street - 7 Grove Avenue at Philadelphia Street - 8 Grove Avenue at SR-60 Westbound Ramps 9 Grove Avenue at SR-60 Eastbound Ramps

10 4th Street at I-10 Eastbound Ramps 11 4th Street at I-10 Westbound Ramps 12 Vineyard Avenue at I-10 Westbound Ramps 13 Vineyard Avenue at I-10 Eastbound Ramps 14 Vineyard Avenue at Holt Boulevard 15 Vineyard Avenue at Airport Drive - 16 Archibald Avenue at Inland Empire Boulevard - 17 Archibald Avenue at I-10 Ramps 18 Archibald Avenue at Guasti Road - 19 Archibald Avenue at Airport Drive - 20 Haven Avenue at Airport Drive -

The Existing Conditions Analysis is based on a comprehensive field review involving intersection inspection and data collection. The AM and PM peak hour traffic volumes were derived from existing turning movement counts conducted at the study intersections. The 2020 Project Opening Date Conditions were derived by applying a linear interpolated growth factor based on the existing conditions and 2030 horizon year model results. This interpolation was applied to non-airport trips only. Non-project airport-related trips were adjusted based on an overall passenger level and cargo level expected for the year 2020, as identified in the forecasts prepared by HNTB in connection with the ONT Master Plan process, based on SCAG’s Regional Aviation Plan1. Project trip generation was calculated from various sources. The information used to develop trip generation rates is described in detail in the memo “Development of Air Cargo Surface Transportation Trip Generation Forecasts for Ontario International Airport” developed by Meyer, Mohaddes Associates in 2004. This memo, which was prepared as an interim product of this study and reviewed by SANBAG and City of Ontario staff, is included in Appendix A.

1 In parallel to the SCAG forecasts for ONT under the 2004 RTP Regional Aviation Plan are preliminary forecasts prepared by HNTB in March, 2004 for use in updating the ONT Master Plan. (It should be noted that these are preliminary forecasts and have not yet been approved by FAA or LAWA. However, they provide information that is useful in modeling traffic impacts.) The HNTB forecasts cover the period from 2000 through 2030, with forecast benchmarks in 2010 and 2020. A variety of complex forecast methodologies were tested, eventually arriving at a “bottom-up” model, a “top-down” regionally unconstrained model and a “top-down” regionally constrained model. As with the SCAG 2004 RTP Regional Aviation forecast, the HNTB top-down constrained model assumes that limitations to growth and expansion of other airports in the Southern California region will contribute to a shift in demand to ONT. The HNTB forecasts provide the best available information with respect to non-project airport-related trips.



7

Future 2030 traffic volumes are derived from traffic model forecasts using the 2000 base-year and 2030 horizon year from the HNTB forecasts. The Future 2030 with project intersection traffic volumes were derived using the “difference method” by adding the difference between the 2030 “with project” and 2000 base model traffic volumes. This difference was adjusted from 2000 to 2004 using growth factors and is then added to existing 2004 intersection volumes. The 2000 Highway Capacity Manual Level of Service interpretation in terms of vehicle delay are shown in Table 1-2.

Table 1-2: Highway Capacity Manual Levels of Service Interpretation

Level of

Service Description

Signalized Intersection

Delay (seconds per

vehicle)

Stop-Controlled

IntersectionDelay

(seconds per vehicle)

A

Excellent operation. All approaches to the intersection appear quite open, turning movements are easily made, and nearly all drivers find freedom of operation.

< 10 < 10

B

Very good operation. Many drivers begin to feel somewhat restricted within platoons of vehicles. This represents stable flow. An approach to an intersection may occasionally be fully utilized and traffic queues start to form.

>10 and < 20 >10 and < 15

C

Good operation. Occasionally drivers may have to wait more than 60 seconds, and back-ups may develop behind turning vehicles. Most drivers feel somewhat restricted.

>20 and < 35 >15 and < 25

D

Fair operation. Cars are sometimes required to wait more than 60 seconds during short peaks. There are no long-standing traffic queues.

>35 and < 55 >25 and < 35

E

Poor operation. Some long-standing vehicular queues develop on critical approaches to intersections. Delays may be up to several minutes.

>55 and < 80 >35 and < 50

F

Forced flow. Represents jammed conditions. Backups form locations downstream or on the cross street may restrict or prevent movement of vehicles out of the intersection approach lanes; therefore, volumes carried are not predictable. Potential for stop and go type traffic flow.

> 80 > 50

Source: Highway Capacity Manual, Special Report 209, Transportation Research Board, Washington, D.C., 2000.



8

2. Existing Conditions 2.1 Existing Roadway System Brief descriptions of the key roadways in the study area are provided in the following paragraphs: Freeway: San Bernardino Freeway The San Bernardino Freeway, Interstate 10 (I-10), is a major trans-continental interstate freeway that travels through some of the most heavily populated areas of Los Angeles and its suburbs. This ten-lane freeway (four lanes plus a carpool lane in each direction) links the Inland Empire to the rest of the United States and connects to the Ontario Freeway (I-15) approximately 2.5 miles to the northeast of ONT. In the study area, I-10 is accessible via major north-south arterials including Mountain Avenue, Euclid Avenue, Vineyard Avenue, Archibald Avenue, Haven Avenue and Milliken Avenue. Grove Avenue provides access to I-10 via the 4th Street on/off ramps. Among these facilities, Grove Avenue, Vineyard Avenue, and Archibald Avenue provide access to the PGCC site via Airport Drive. Pomona Freeway The Pomona Freeway, State Route 60 (SR-60), connects the Inland Empire area to the Los Angeles metropolitan area to the west and to Riverside County to the southeast. SR-60 branches from and reconnects to I-10, running from the East Los Angeles Interchange to Beaumont. SR-60 is generally ten lanes (four lanes plus a carpool lane in each direction) in the study area. In this area, SR-60 has full diamond interchanges with Mountain Avenue, Euclid Avenue, Grove Avenue, Vineyard Avenue, Archibald Avenue, Haven Avenue, and Milliken Avenue. Access to the PGCC is provided from Grove Avenue via Airport Drive. East-West Arterial: 4th Street is an east-west facility generally providing two to four travel lanes in the study area. The average annual daily traffic (AADT) volume ranges from 10,600 to 23,700 vehicles per day. Holt Boulevard is a major east-west arterial generally providing four travel lanes in the study area. The AADT volume ranges from 15,900 to 28,200 vehicles per day. East of Vineyard Avenue, Holt Boulevard is a divided arterial. Airport Drive is a primary east-west divided arterial providing six travel lanes in the study area. Airport Drive is the primary access road for both this proposed project and for ONT’s passenger terminals and associated facilities. West of Grove Avenue, Airport Drive becomes State Street, a two lane residential collector street. The AADT volume on Airport Drive ranges from 10,800 to 29,400 vehicles per day. Mission Boulevard is an east-west major highway providing four lanes. Mission Boulevard is a high speed divided highway. It was formerly designated US-60 connecting Ontario to Pomona and Riverside. The AADT volume ranges from 15,500 to 21,100 vehicles per day. Philadelphia Street is a secondary east-west arterial generally providing two to four travel lanes in the study area. The AADT volume ranges from 7,600 to 12,800 vehicles per day. North-South Arterial: Grove Avenue is a primary north-south arterial providing four to six lanes in the study area. Grove Avenue is divided south of Holt Boulevard. This facility is an important connector to both I-10 and SR-60 for project traffic coming from the west. Grove Avenue also has recently constructed rail grade separations between Holt Boulevard and Mission Boulevard. The AADT volume ranges from 23,100 to 35,800 vehicles per day.



9

Vineyard Avenue is a major north-south arterial providing four to six travel lanes in the study area. This facility serves the City of Ontario’s hospitality district, a collection of restaurants, hotels, and the convention center just north of ONT. Vineyard Avenue terminates at ONT at the old terminal facilities. The AADT volume is approximately 22,000 vehicles per day. Archibald Avenue currently operates as a major north-south arterial providing six to eight travel lanes in the study area. The AADT volume ranges from 26,300 to 35,300 vehicles per day. The following freeway and arterial locations were determined to be required for the analysis of potential impacts related to the proposed project based on the CMP guidelines and in consultation with SANBAG and City of Ontario staff. CMP Freeway Segments:

1. I-10 Freeway, between Archibald Avenue and Haven Avenue 2. I-10 Freeway, between Haven Avenue and Milliken Avenue 3. I-10 Freeway, between Milliken Avenue and I-15 Freeway

Study Intersections: 1. Grove Avenue/4th Street 2. Grove Avenue/Holt Boulevard 3. Grove Avenue/Airport Drive/State Street 4. Grove Avenue/Mission Boulevard 5. Grove Avenue/Belmont Street 6. Grove Avenue/Francis Street 7. Grove Avenue/Philadelphia Street 8. Grove Avenue/SR-60 Westbound Ramps 9. Grove Avenue/SR-60 Eastbound Ramps 10. 4th Street/I-10 Eastbound Ramps 11. 4th Street/I-10 Westbound Ramps 12. Vineyard Avenue/I-10 Westbound Ramps 13. Vineyard Avenue/I-10 Eastbound Ramps 14. Vineyard Avenue/Holt Boulevard 15. Vineyard Avenue/Airport Drive 16. Archibald Avenue/Inland Empire Boulevard 17. Archibald Avenue/I-10 Ramps 18. Archibald Avenue/Guasti Road 19. Archibald Avenue/Airport Drive 20. Haven Avenue/Airport Drive

The intersection lane configurations for the above locations are displayed in Figure 2-1. Traffic count data is included in Appendix B.

Figure 2-1

Existing Lane Configurations

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Existing Lane Configs.cdr 7/01/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St


LEGEND


Protected LeftPRO

Free RightF

OL Overlap

P-P Protected-PermissivePER PermissiveST Stop Controlled

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

10

60

15

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

1. 4th St/Grove Av

2. Holt Bl/Grove Av

3. Airport Dr/Grove Av

4. Mission Bl/Grove Av

5. Belmont St/Grove Av

6. Francis St/Grove Av

7. Philadelphia/Grove Av

8. SR-60 WB/Grove Av

9. SR-60 EB/Grove Av

10. 4th St/I-10 EB

11. 4th St/I-10 WB

12. Vineyard Av/I-10 WB

13. Vineyard Av/I-10 EB

14. Holt Bl/Vineyard Av

15. Airport Dr/Vineyard Av

16. Inland Empire Bl/Archibald Av

17. I-10/Archibald Av 18. Guasti Rd/Archibald Av 19. Airport Dr/Archibald Av 20. Airport Dr/Haven Av

PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO PRO

PRO PRO

PRO

PRO

PRO

PRO

ST

ST

PRO PER

PER PRO

PRO P-P

P-P PRO

PRO

PRO

PRO

PRO

F

F

PRO

PRO PRO

PRO PRO

PRO

PRO

PRO PER

PER PRO

PRO PRO

PRO PRO

OL

OL

F

F PRO PRO

PRO PRO

OL

PRO

PRO

PRO PRO

OL

PRO PRO

PRO PRO

OL

OL

OL



11

2.2 Existing Traffic Volumes Existing traffic volumes for the three analyzed freeway segments are listed in Table 2-1. The existing AM and PM peak hour intersection turning movement volumes are illustrated in Figure 2-2 and Figure 2-3, respectively.

Table 2-1: Existing AM and PM Peak Hour Freeway Volumes

AM Peak Hour PM Peak Hour From To Eastbound Westbound Eastbound WestboundArchibald Ave Haven Ave 7,631 9,163 9,040 8,537 Haven Ave Milliken Ave 7,546 9,061 8,939 8,442 Milliken Ave Jct. Rte. I-15 7,377 8,857 8,739 8,253

2.3 Existing Levels of Service Table 2-2 lists the LOS for the analyzed freeway segments. As can be seen in this table, the westbound direction of the freeway experiences congested conditions in the AM peak hour for all three analyzed segments, and both directions experience congestion in the PM peak hour for all three analyzed segments. LOS analysis results for study area intersections under existing conditions during the AM and PM peak hours are summarized in Table 2-3 (detailed HCM worksheets are included in Appendix C). An examination of the data in Table 2-3 indicates that two intersections are operating at worse than LOS D and one additional intersection is operating over capacity in the AM peak hour. Three intersections are operating at worse than LOS D and one additional intersection is operating over capacity in the PM peak hour. In the AM peak hour, the intersection of Grove Avenue at SR-60 Eastbound Ramps is operating at LOS F. Significant queuing occurs on the off ramp. Its ramp pair, Grove Avenue at SR-60 WB Ramps, is operating at LOS D, but it has a volume to capacity (V/C) ratio of 1.053, which is over capacity. Both turns onto the on ramp are heavy moves, and some queuing can be expected. Grove Avenue at Belmont Street is a two-way stop controlled intersection, and the delay reported is the worst-case level of service experienced by the most delayed movement. In the PM peak hour, the intersection of Grove Avenue at Holt Boulevard operates at LOS F. Typically, traffic is heavy on the eastbound, westbound, and northbound directions. The westbound I-10 Ramps at Vineyard Avenue operates at LOS E. The northbound through move is a heavy move, and the off ramp has a heavy right turn movement. Grove Avenue and Mission Boulevard operates at LOS D, but has a V/C ratio of 1.010, which is above capacity. The southbound left turn and eastbound left turns are heavy moves. Grove Avenue at Belmont Street is a two-way stop controlled intersection, and the delay reported is the worst-case level of service experienced by the most delayed movement. The westbound approach is reported as overflow, which means that the volume exceed capacity for this movement for considerable periods of time. It should be noted that the analysis indicates that a traffic signal is warranted at this intersection based on existing peak hour volumes.

47

441

137

85

560

257

131314

54

196328240

Figure 2-2

Existing AM Peak Hour Volumes

86

459

316

119

774

73

71385

81

68516305

5864

239

27

1275

18

294310

850306

124

686

40

240

878

216

279486115

18241582

43

758

24

38

770

27

218

35

8817

173

764

200

110

652

148

89140103

628680

251

1193

184

44

990

42

10589

182

3684148

470

1720

476

947

4192318

1563

110

613

614

6050

326

207

269

549307

70338

316

66149

850

377514

947

190

341

1013 301

268

876

298

934

338

275

316

61

125

106

383

304

72

219413132

60860149

309

40

140

218284

16

12125068

57

1099

268

11

1055

115

185314

3066183

81

237

48

503

339

530

877

268

452

260

56

308

18

81

549

48

231745

19139

13

24

14

196

176

195

206157

14

22726154

262

1397

33

109

1798

349

150212210

5420119

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Existing Peak Hour Volumes.cdr 7/14/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

Figure 2-3

Existing PM Peak Hour Volumes

109

724

277

159

485

228

164295

46

318441226

150

1159

206

75

678

54

1501169

87

1451363178

27

1671

527

33

1166

11

429511

3365291

252

1130

90

141

904

197

321754

93

247120860

56

1481

15

37

762

27

531

32

261226

87

963

71

98

895

50

87129224

153185140

238

1183

148

113

939

102

50282216

94285174

230

1215

358

975

2731160

1052

131

212

915

2350

386

328

418

810489

69965

332

138198

894

266509

1980

282

245

803

639

337

1560

265

998

130

7518

309

76

316

74

247

204

37

324487

6

6654254

109

1381

218

36

1528

174

4377

6

62159318

163

490

136

590

332

322

1052

364

339

183

51

513

14

31

653

46

17736

123

764026

19

88

41

206

121

277

317201

17

38639648

309

1556

28

105

1490

141

188259238

22940822

220

32

132

415404

9

28335345

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Existing Peak Hour Volumes.cdr 7/14/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920



14

Table 2-2: Existing AM and PM Peak Hour Freeway Segment Level of Service

AM Peak Hour PM Peak Hour Eastbound Westbound Eastbound Westbound

From To V/C LOS V/C LOS V/C LOS V/C LOS Archibald Ave Haven Ave 0.84 D 1.01 F 0.99 E 0.94 E Haven Ave Milliken Ave 0.83 D 1.00 E 0.98 E 0.93 E Milliken Ave Jct. Rte. I-15 0.81 D 0.97 E 0.96 E 0.91 E

Table 2-3: Existing AM and PM Peak Hour Intersection Level of Service

AM PM LOS Delay V/C LOS Delay V/C Intersection

(sec) (sec) 1 Grove Avenue at 4th Street D 37.1 0.782 D 43.0 0.907 2 Grove Avenue at Holt Boulevard D 42.8 0.924 F 118.1 1.222 3 Grove Avenue at Airport Drive/State Street B 18.0 0.667 C 22.0 0.817 4 Grove Avenue at Mission Boulevard C 31.2 0.611 D 53.5 1.010 5 Grove Avenue at Belmont Street * F 66.7 N/A F OVRFL N/A 6 Grove Avenue at Francis Street C 23.2 0.484 C 22.5 0.580 7 Grove Avenue at Philadelphia Street C 27.2 0.711 C 31.5 0.774 8 Grove Avenue at SR-60 Westbound Ramps D 54.8 1.053 C 23.1 0.715 9 Grove Avenue at SR-60 Eastbound Ramps F 167.6 1.383 C 30.1 0.855

10 4th Street at I-10 Eastbound Ramps B 18.7 0.613 C 28.4 0.858 11 4th Street at I-10 Westbound Ramps C 25.7 0.815 C 27.1 0.789 12 Vineyard Avenue at I-10 Westbound Ramps B 16.9 0.585 E 71.5 1.136 13 Vineyard Avenue at I-10 Eastbound Ramps C 23.8 0.677 D 35.7 0.985 14 Vineyard Avenue at Holt Boulevard C 34.2 0.837 C 30.3 0.565 15 Vineyard Avenue at Airport Drive C 27.6 0.512 C 34.3 0.874 16 Archibald Avenue at Inland Empire Boulevard B 19.0 0.481 D 39.3 0.967 17 Archibald Avenue at I-10 Ramps C 26.5 0.549 C 28.3 0.619 18 Archibald Avenue at Guasti Road B 19.7 0.182 C 27.0 0.339 19 Archibald Avenue at Airport Drive C 26.5 0.270 C 28.0 0.445 20 Haven Avenue at Airport Drive C 25.2 0.667 C 27.6 0.689

* Indicates Two Way Stop Controlled Intersection. LOS and Delay values reflect the conditions experienced by the movement with the highest delay.



15

3. Project Traffic 3.1 Introduction This chapter describes the trip generation and distribution associated with the proposed PGCC. The project AM and PM peak hour trip generation is presented first, followed by a discussion of the distribution of project generated trips in relation to the project site. 3.2 Trip Generation Trip generation for the project was calculated using the information described in detail in the memo “Development of Air Cargo Surface Transportation Trip Generation Forecasts for Ontario International Airport” developed by Meyer, Mohaddes Associates in 2004. This memo, which was prepared as an interim product of this study and was reviewed by SANBAG and City of Ontario staff, is included in Appendix A. Separate rates were developed for belly cargo, express cargo, and international cargo. Each of the three cargo purposes also has a separate auto trip generation rates and truck trip generation rates. Final traffic volumes include an adjustment for heavy vehicles using a Passenger Car Equivalency (PCE) factor of 2.4 applied to all trucks. This factor is based on the forecasted truck traffic mix in the vicinity of the project from the CTP model results. Table 3-1 summarizes the development of the daily, AM peak hour, and PM peak hour trip generation for each cargo type expected to use the Pacific Gateway Cargo Center. All trip rates are based on vehicles per ton of cargo. PCE factors are applied to all truck volumes.

Table 3-1: Daily Project Trip Generation

Daily Trips AM Peak Hour PM Peak Hour Cargo Type Auto Truck Total In Out Total In Out Total Belly 100 190 290 20 13 33 19 27 46 Express 2,570 2,110 4,680 137 95 232 134 188 322 International 2,240 770 3,010 95 65 160 93 131 224 Totals 4,910 3,070 7,980 252 173 425 246 346 592

3.3 Trip Distribution and Traffic Assignment A total of four select-zone model runs were used in this analysis; the AM peak hour Autos and Trucks, and the PM peak hour Autos and Trucks, each of which is assumed to have a different distribution pattern based on the Refined ONT CTP Model. Truck trips were converted to PCEs after the assignment of the model, added to the auto trips, producing the total project trips. At the request of the City of Ontario, project trucks were restricted to access the project site from Grove Avenue only. The 2020 opening day analysis utilizes the select zone model runs produced by the refined CTP model for the year 2030. As is standard with CMP TIA procedures- opening day is the estimated date when the project will be completely built, not the date when the first phase opens. As verified with the City, no major funded construction projects are planned between 2020 and 2030 that would significantly affect project access. The project trip distribution (autos and trucks) for the AM and PM peak hours are illustrated in Figures 3-1 and 3-2, respectively.

215

3 31

Figure 3-1

AM Peak Hour Project Trips

11

19

37

13

47

50

3

30667

34

20

43

4

8

4

34

1 40

2

32

39

1

1

1

31

4 35

1

30

25

10

4

7 3

26

26

510

5

910

24

1

19 2

25

23

22

16

51

28

62

17

3128

4

629

4 2

12

31

613

43

6

19 1

49

49

2012

24

8

1

48

15

5

5

1

2 7 4

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Project Trips.cdr 7/14/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

Figure 3-2

PM Peak Hour Project Trips

414

3 14

30

22

25

18

66

43

14

52770

44

7 54

9

14

8

38

2

4

4 49

1

36

2 46

1

2

34

2 44

2

30

32

13

9

9 4

21

5

77

7

32

28

19

60 4

19

15

71

53

38

26

51

13

10282

3

527

15

31

11

18

46 4

28

11

36

1

47 2

39

40

4944

19

9

2816

10

9

9

4

522

11

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Project Trips.cdr 7/14/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920



18

4. Traffic Impact Analysis 4.1 Introduction This chapter describes the results of traffic analysis conducted for the two future horizon years considered in this study and identifies impacts of the project-generated traffic on the surrounding roadway system. An analysis of traffic conditions at the project opening year (2020) is presented first, followed by a discussion of the traffic conditions in 2030 with the proposed project. The later discussion provides an intersection LOS analysis for Future 2030 “With Project” Conditions to evaluate required long-term mitigation measures to comply with CMP and City of Ontario LOS standards. 4.2 Project Opening Day Analysis (2020) Figure 4-1 illustrates the future base lane configurations at key intersections for this study, as verified by the City of Ontario. Figure 4-2 identifies the planned and programmed improvements set to be in place by 2020, as identified in the CTP. As previously discussed, traffic volumes at study area intersections for project opening day conditions in 2020 were derived by applying interpolated growth factors based on the existing conditions and 2030 horizon year model results. Background volumes used a linear interpolation to develop the 2020 volumes. Non-project airport-related trips were adjusted based on an overall passenger level and cargo level expected for the year 2020. Since projected airport usage data is available for the year 2020, a more precise estimate of non-project airport traffic is available for use. The peak hour traffic volumes generated by the project were then added to the background volumes and the non-project airport volumes. Freeway Analysis Freeway segment analysis in the study area was conducted as part of this traffic impact analysis per SANBAG TIA guidelines. Three segments of the I-10 San Bernardino Freeway from Archibald Avenue to Interstate 15 were analyzed in both directions. This analysis used 2020 AM and PM peak hour freeway volumes including project trips. These volumes were obtained from the Refined ONT CTP Model in the study area. According to the 2003 San Bernardino County CMP, the basis for LOS freeway analysis is the 2000 HCM procedure for basic freeway segments. Freeway volumes for 2020 are listed in Table 4-1. Table 4-2 lists the results of the LOS analysis for the analyzed freeway segments. The results shown in Table 4-2 indicated high V/C ratios and poor LOS for the peak direction of travel during both peak hours. The AM peak hour is expected to operate at LOS F in the westbound direction, and ranging from D to E in the eastbound direction. Both directions are expected to operate at LOS F in the PM peak hour except for the westbound segment between Milliken Avenue and Interstate 15 which is expected to operate at LOS E. In the AM peak hour the range of V/C ratios is 0.85 to 1.14. The range of V/C ratios in the PM peak hour is between 1.00 and 1.14. The maximum project volumes in one direction is 53 for both AM and PM peak hours, which is less than 0.5% of the total freeway volumes. Therefore, the project is not expected to change the V/C ratios, neither is it expected to significantly impact the freeway system.

Figure 4-1

2020 Base Lane Configurations

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Future Lane Configs.cdr 7/01/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St


LEGEND


Protected LeftPRO

Free RightF

OL Overlap


Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

10

60

15

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO PRO

PRO PRO

PROPRO

PROPRO

OL

PRO PER

PER PRO

PRO PER

PER PRO

PRO P-P

P-P PRO

PRO

PRO

PRO

PRO

F

F

PRO

PRO PRO

PRO PRO

PRO

PRO

SP

SP

PRO PRO

PRO PRO

PRO PRO

PRO PRO

OL

OL

F

F PRO PRO

PRO PRO

OL

PRO

PRO

PRO PRO

OL

PRO PRO

PROPRO

OL

OL




15

10

60


N

NOT TO SCALE

Holt Bl

Euc

lidA

v

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Etiw

and

aA

v

Ontario Mills Pkwy

7th St

Riverside Dr

Philadelphia St

83

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

6La

ne

s

4 Lanes

6La

ne

s

6 Lanes

6 Lanes

6 Lanes

6La

ne

s

8La

ne

s

Holt Bl

Euc

lidA

v

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Etiw

and

aA

v

Ontario Mills Pkwy

7th St

Riverside Dr

Philadelphia St

83

Guasti Rd

LEGEND

Intersection Improvement Lane Widening

Figure 4-2

2020 Planned and Programmed Improvements



21

Table 4-1: 2020 With Project AM and PM Peak Hour Freeway Volumes

AM Peak Hour PM Peak Hour

From To Eastbound Westbound Eastbound WestboundArchibald Ave Haven Ave 9,178 10,729 10,506 10,394 Haven Ave Milliken Ave 8,802 10,873 10,679 9,932 Milliken Ave Jct. Rte. I-15 8,181 10,980 10,929 9,592

Table 4-2: 2020 With Project AM and PM Peak Hour Freeway Segment Level of Service


Eastbound Westbound Eastbound Westbound From To V/C LOS V/C LOS V/C LOS V/C LOS Archibald Ave Haven Ave 0.96 E 1.12 F 1.10 F 1.08 F Haven Ave Milliken Ave 0.92 E 1.13 F 1.11 F 1.04 F Milliken Ave Jct. Rte. I-15 0.85 D 1.14 F 1.14 F 1.00 E

Intersection Analysis Projected turning movement volumes for 2020 with the project are illustrated in Figure 4-3 and Figure 4-4. These resulting intersection volumes were then analyzed for LOS and project-related impacts for the project opening day conditions. Comparisons between the year 2020 LOS with and without project are shown in Table 4-3 for the AM peak hour and Table 4-4 for the PM peak hour. In the AM peak hour, Table 4-3 shows that one study intersection is expected to operate unacceptably with the project according to CMP guidelines and City of Ontario standards (LOS D or better and V/C ratio less than 1.00). Vineyard Avenue and Airport Drive will operate at LOS E with a V/C ratio just over 1.00. This intersection has heavy turn movements which significantly affects capacity. This intersection will operate acceptably without the project. For the PM peak hour, Table 4-4 shows that two intersections are expected to operate unacceptably without the project, and three intersections are expected to operate unacceptably with the project. Two intersections will operate with a LOS of E or F with and without the project. Vineyard Avenue and Airport Drive will operate at LOS F with the project and E without the project. This intersection has heavy turn movements which significantly affects capacity. Grove Avenue and Mission Boulevard will operate at LOS E with and without the project. The southbound and eastbound left turns are heavy movements. One intersection will operate at LOS D with V/C>1.0 with the project, but will operate acceptably without the project. The V/C ratio at the intersection of Grove/Airport is projected to be 1.013. This is primarily due to increased turning demand to and from Airport Drive.

77

581

133

143

712

336

231433

61

200602211

Figure 4-3

2020 AM Peak Hour Volumes

104

694

588

111

860

2

89553

74

21781392

12

1337

646

57

1221

47

2453

8

26198837

113

1176

14

302

1439

326

490787101

3291111106

47

1160

96

69

128

2163

242627

514063

291

1096

198

166

1124

137

112143137

100204136

356

1560

100

135

1467

67

140122169

99388105

403

1992

607

1210 374

1264

1409

212

980

495

9852

270

296

511

560424

94429

371

72147

924

431602

1016

310

385

1207 414

186

1036

320

1024

369

290

578

70

480

98

329

903

58

253795

84

1181523369

58

1260

255

19

1315

167

255612

118238463

379

491

219

782

400

608

882

612

200

212

176

1025

74

71

1021

131

291793

351471

115

317

87

387

245

552

269336

24

68942076

439

1593

39

128

2178

551

129394317

22157335

2 7 4

800

17

539

280545

4

3616289

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\2020 Peak Hour Volumes.cdr 9/15/05



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v


Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

Figure 4-4

2020 PM Peak Hour Volumes

124

859

299

279

559

305

319659

75

227558180

177

1214

323

167

750

58

2391379

121

101467439

26

1597

829

65

1199

45

47160

7

70176884

180

1632

61

358

1348

385

4181483

62

401165452

92

1730

87

73

130

090

11123

111

3269100

134

1308

100

185

1263

89

155389359

159307127

347

1437

193

185

1317

251

178619294

101361129

244

1614

681

1056 221

1237

1142

126

1051

241

7151

396

305

547

701709

88852

362

113316

932

282578

2208

505

342

901

722

234

2013

285

1018

117

701

621

78

878

254

186

868

143

278995297

1751083195

135

1462

644

27

1741

185

83412

68

41122388

947

758

189

1197

538

462

1228

641

255

330

186

1425

224

39

1199

271

361164247

10942107

81

664

288

489

406

658

421714

77

750579271

450

2284

55

182

1971

480

113841453

58389724

522

11

658

13

690

637906

3

5517169




N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v


Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920



24

Table 4-3: Project Opening Year (2020) AM Peak Hour-Intersection Level of Service

Without Project Project Opening LOS Delay V/C LOS Delay V/C Intersection

(sec) (sec) 1 Grove Avenue at 4th Street C 31.3 0.642 C 31.6 0.645 2 Grove Avenue at Holt Boulevard C 28.2 0.683 C 28.3 0.689 3 Grove Avenue at Airport Drive/State Street C 24.0 0.713 C 26.2 0.805 4 Grove Avenue at Mission Boulevard D 36.6 0.862 D 37.5 0.879 5 Grove Avenue at Belmont Street B 13.7 0.425 B 13.6 0.434 6 Grove Avenue at Francis Street C 24.5 0.631 C 24.4 0.640 7 Grove Avenue at Philadelphia Street C 29.1 0.822 C 29.2 0.832 8 Grove Avenue at SR-60 Westbound Ramps C 21.6 0.759 C 21.6 0.780 9 Grove Avenue at SR-60 Eastbound Ramps C 31.2 0.847 C 32.0 0.861

10 4th Street at I-10 Eastbound Ramps C 31.4 0.869 C 31.8 0.873 11 4th Street at I-10 Westbound Ramps C 23.6 0.771 C 24.0 0.775 12 Vineyard Avenue at I-10 Westbound Ramps B 17.4 0.410 B 17.3 0.415 13 Vineyard Avenue at I-10 Eastbound Ramps C 27.2 0.751 C 27.5 0.763 14 Vineyard Avenue at Holt Boulevard D 35.3 0.880 D 36.7 0.898 15 Vineyard Avenue at Airport Drive D 38.8 0.936 E 57.4 1.004 16 Archibald Avenue at Inland Empire Boulevard C 27.4 0.602 C 28.1 0.625 17 Archibald Avenue at I-10 Ramps C 27.2 0.555 C 27.7 0.567 18 Archibald Avenue at Guasti Road B 19.5 0.312 B 19.5 0.331 19 Archibald Avenue at Airport Drive C 26.3 0.461 C 26.4 0.503 20 Haven Avenue at Airport Drive C 27.1 0.666 C 27.5 0.677

Table 4-4: Project Opening Year (2020) PM Peak Hour Intersection Level of Service

Without Project Project Opening

LOS Delay V/C LOS Delay V/C Intersection (sec) (sec)

1 Grove Avenue at 4th Street C 33.2 0.735 C 33.5 0.741 2 Grove Avenue at Holt Boulevard C 32.1 0.756 C 32.8 0.769 3 Grove Avenue at Airport Drive/State Street C 33.0 0.901 D 43.1 1.013 4 Grove Avenue at Mission Boulevard E 65.7 1.101 E 70.6 1.124 5 Grove Avenue at Belmont Street B 15.0 0.560 B 15.0 0.569 6 Grove Avenue at Francis Street C 25.7 0.721 C 25.8 0.734 7 Grove Avenue at Philadelphia Street D 42.7 0.933 D 43.5 0.943 8 Grove Avenue at SR-60 Westbound Ramps B 16.2 0.684 B 16.2 0.709 9 Grove Avenue at SR-60 Eastbound Ramps C 24.7 0.626 C 24.8 0.631

10 4th Street at I-10 Eastbound Ramps C 32.8 0.857 C 33.2 0.862 11 4th Street at I-10 Westbound Ramps C 27.5 0.768 C 28.1 0.774 12 Vineyard Avenue at I-10 Westbound Ramps C 21.1 0.731 C 21.1 0.738 13 Vineyard Avenue at I-10 Eastbound Ramps C 26.7 0.871 C 27.2 0.876 14 Vineyard Avenue at Holt Boulevard C 30.7 0.747 C 31.5 0.761 15 Vineyard Avenue at Airport Drive E 69.5 1.160 F 105.6 1.273 16 Archibald Avenue at Inland Empire Boulevard C 33.9 0.885 D 35.6 0.919 17 Archibald Avenue at I-10 Ramps C 33.3 0.806 C 34.6 0.828 18 Archibald Avenue at Guasti Road C 26.0 0.568 C 25.9 0.580 19 Archibald Avenue at Airport Drive C 33.8 0.774 C 34.4 0.789 20 Haven Avenue at Airport Drive C 31.7 0.828 C 31.9 0.829



25

4.3 Future Horizon Year 2030 With Project Conditions Figure 4-5 illustrates the future base lane configurations at key intersections for this study. It should be noted that no funded transportation improvements were identified between 2020 and 2030 for the analyzed segments and intersections by the City. As a result, Figure 4-2 identifies the planned and programmed improvements which are assumed to be in place by 2030, as identified in the CTP. As described in the Study Area and Methodology section, the future 2030 traffic volumes were derived from traffic model forecasts using the 2000 base-year and 2030 horizon year Refined ONT CTP Model. The Future 2030 with project intersection traffic volumes were then derived using the “difference method” whereby the difference of the 2030 “with project” and 2000 base model traffic volumes is adjusted for 2000 to 2004 growth and is then added to existing 2004 intersection volumes. The intersection volumes were refined and post-processed using the “B” turns software provided by SCAG to develop the best estimate of intersection turn volumes. Freeway Analysis Freeway segment analysis in the project area was conducted as part of this traffic impact analysis per SANBAG TIA guidelines. Three segments of the I-10 San Bernardino Freeway from Archibald Avenue to Interstate 15 were analyzed in both directions. This analysis used 2030 AM and PM peak hour freeway volumes including project trips. These volumes were obtained from the Refined ONT CTP Model in the study area. According to the 2003 San Bernardino County CMP, the basis for LOS freeway analysis is the 2000 HCM procedure for basic freeway segments. Freeway volumes for 2030 are listed in Table 4-5. Table 4-6 lists the results of the LOS analysis for the analyzed freeway segments. The results shown in Table 4-6 indicated high V/C ratios and poor LOS for the peak direction of travel during both peak hours. The AM peak hour is expected to operate at LOS F in the westbound direction, and ranging from D to F in the eastbound direction. Both directions are expected to operate at LOS F in the PM peak hour. In the AM peak hour the range of V/C ratios is 0.89 to 1.26. The range of V/C ratios in the PM peak hour is between 1.07 and 1.25. The maximum project volumes in one direction is 53 for both AM and PM peak hours, which is less than 0.5% of the total freeway volumes. Therefore, the project is not expected to change the V/C ratios, neither is it expected to significantly impact the freeway system.

Figure 4-5

2030 Base Lane Configurations

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Future Lane Configs.cdr 7/01/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St


LEGEND


Protected LeftPRO

Free RightF

OL Overlap


Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

10

60

15

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO PRO

PRO PRO

PROPRO

PROPRO

OL

PRO PER

PER PRO

PRO PER

PER PRO

PRO P-P

P-P PRO

PRO

PRO

PRO

PRO

F

F

PRO

PRO PRO

PRO PRO

PRO

PRO

SP

SP

PRO PRO

PRO PRO

PRO PRO

PRO PRO

OL

OL

F

F PRO PRO

PRO PRO

OL

PRO

PRO

PRO PRO

OL

PRO PRO

PROPRO

OL

OL



27

Table 4-5: 2030 With Project AM and PM Peak Hour Freeway Volumes


From To Eastbound Westbound Eastbound WestboundArchibald Ave Haven Ave 9,951 11,512 11,239 11,323 Haven Ave Milliken Ave 9,430 11,779 11,548 10,677 Milliken Ave Jct. Rte. I-15 8,583 12,042 12,024 10,262

Table 4-6: 2030 With Project AM and PM Peak Hour Freeway Segment Level of Service


Eastbound Westbound Eastbound Westbound From To V/C LOS V/C LOS V/C LOS V/C LOS Archibald Ave Haven Ave 1.04 F 1.20 F 1.17 F 1.18 F Haven Ave Milliken Ave 0.98 E 1.23 F 1.20 F 1.11 F Milliken Ave Jct. Rte. I-15 0.89 D 1.26 F 1.25 F 1.07 F

Intersection Analysis Figure 4-6 illustrates the resulting 2030 with project AM peak hour intersection turning volumes while Figure 4-7 illustrates the same for PM peak hour. These intersection volumes were analyzed for future level of service and impacts at study intersections for project buildout conditions. Results of the analyses with and without the project are summarized in Table 4-7 and Table 4-8 for AM peak hour and PM peak hour, respectively. The results of the 2030 with project analysis for the AM peak hour indicate that one study intersections is expected to operate at LOS F, two intersections are expected to operate at LOS E, and one intersection is expected to operate unacceptably at LOS D with a V/C greater than 1.000. Therefore a total of 4 out of 20 study intersections are projected to be out of compliance with CMP guidelines and the City of Ontario LOS standards (LOS D or better with V/C<1.0) in the AM peak hour, and would require improvement measures. Without the project, one intersection at LOS E would operate at LOS D with a V/C greater than 1.0, and the intersection with project at LOS D with a V/C greater than 1.0 would operate acceptably. Similarly, the results of 2030 with project analysis for the PM peak hour indicate that three study intersections are expected to operate at LOS F, three intersections are expected to operate at LOS E, and one intersection is expected to operate unacceptably at LOS D with a V/C greater than 1.000. Therefore a total of 7 out of 20 study intersections are projected to be out of compliance with CMP guidelines and the City of Ontario LOS standards (LOS D or better with V/C<1.0) in the PM peak hour, and would require improvement measures. It should be noted that two additional intersections at LOS D have a V/C ratio that is just below 1.000, and these intersections could experience congested conditions during portions of the peak hour. Without the project, one intersection at LOS F is expected to operate at LOS E.

91

664

133

176

798

387

285505

67

211754166

Figure 4-6

2030 AM Peak Hour Volumes

128

833

745

111

882

3

102672

63

39932447

15

1617

768

72

1286

34

3750

8

52257941

112

1411 0

326

1565

345

604929

97

3851396117

51

1350

132

72

139

8230

263625

725788

357

1271

205

206

1219

137

128162158

123273170

421

1725

74

168

1591

81

196136172

13454090

397

2177

548

1388 389

260

1418

263

1174

474

11562

262

304

557

582507

106428

415

78145

994

478677

1092

372

421

1345 491

159

1154

339

109

8406

311

664

85

599

101

315

1072

53

2881005

93

1491878558

71

1396

259

23

1423

196

285814

162324525

582

637

251

936

365

662

989

774

100

238

178

1393

99

68

1169

140

3318

116

431489

137

416

109

335

317

722

279396

30

97446495

666

1772

44

157

2529

619

152414439

25763143

2 7 4

1046

17

659

297622

4

4816029




N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

Figure 4-7

2030 PM Peak Hour Volumes

135

938

325

342

599

354

400856

91

193620181

170

1304

400

80

819

214

2901377

163

574158511

27

1735

1111

83

1374

98

51199

6

892101047

152

1893

54

449

1502

476

5021806

49

479192242

111

1905

124

40

1431

121

14134

152

5298137

161

1499

121

239

1420

110

202539436

168408126

413

1584

158

218

1444

329

264816341

109392114

264

1787

739

1154 215

1283

1256

129

1168

269

7951

426

310

632

675851

98748

402

113320

987

299632

2380

648

398

989

799

202

2317

297

1077

114

710

709

88

1104

288

167

1105

197

2731202

272

2321372291

167

1577

845

24

1921

196

103581130

22105407

1224

898

226

1254

663

541

1460

804

231

374

215

1768

271

44

1421

375

454194233

12639129

108

847

365

508

503

773

428915114

979674346

570

2625

69

218

2318

606

170908633

712106325

522

11

873

13

782

7181149

3

7407267




N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920



30

Table 4-7: Project Horizon Year (2030) AM Peak Hour Intersection Level of Service

Without Project With Project LOS Delay V/C LOS Delay V/C Intersection

(sec) (sec) 1 Grove Avenue at 4th Street C 33.9 0.755 C 34.2 0.759 2 Grove Avenue at Holt Boulevard C 33.2 0.836 C 33.4 0.843 3 Grove Avenue at Airport Drive/State Street C 28.5 0.835 C 33.5 0.916 4 Grove Avenue at Mission Boulevard D 52.2 1.023 E 55.2 1.040 5 Grove Avenue at Belmont Street B 16.0 0.542 B 15.8 0.550 6 Grove Avenue at Francis Street C 27.3 0.758 C 27.4 0.767 7 Grove Avenue at Philadelphia Street D 43.7 0.995 D 44.9 1.004 8 Grove Avenue at SR-60 Westbound Ramps B 18.5 0.624 B 18.5 0.631 9 Grove Avenue at SR-60 Eastbound Ramps C 35.0 0.914 D 36.3 0.928

10 4th Street at I-10 Eastbound Ramps D 45.4 0.969 D 45.8 0.972 11 4th Street at I-10 Westbound Ramps C 27.7 0.840 C 28.2 0.843 12 Vineyard Avenue at I-10 Westbound Ramps B 17.9 0.464 B 17.7 0.469 13 Vineyard Avenue at I-10 Eastbound Ramps C 29.8 0.836 C 30.3 0.849 14 Vineyard Avenue at Holt Boulevard E 60.1 1.067 E 64.4 1.085 15 Vineyard Avenue at Airport Drive F 81.8 1.207 F 114.3 1.274 16 Archibald Avenue at Inland Empire Boulevard C 29.2 0.671 C 30.1 0.694 17 Archibald Avenue at I-10 Ramps C 28.0 0.630 C 28.7 0.644 18 Archibald Avenue at Guasti Road B 18.6 0.403 B 18.5 0.408 19 Archibald Avenue at Airport Drive C 26.9 0.596 C 27.0 0.577 20 Haven Avenue at Airport Drive C 30.6 0.819 C 31.1 0.831

Table 4-8: Project Horizon Year (2030) PM Peak Hour Intersection Level of Service

Without Project With Project


1 Grove Avenue at 4th Street D 36.0 0.810 D 36.4 0.817 2 Grove Avenue at Holt Boulevard D 36.3 0.837 D 37.3 0.852 3 Grove Avenue at Airport Drive/State Street E 73.1 1.209 F 91.7 1.323 4 Grove Avenue at Mission Boulevard F 116.3 1.301 F 122.5 1.325 5 Grove Avenue at Belmont Street B 19.2 0.690 B 19.2 0.699 6 Grove Avenue at Francis Street C 33.6 0.923 C 34.5 0.936 7 Grove Avenue at Philadelphia Street E 72.7 1.076 E 75.2 1.086 8 Grove Avenue at SR-60 Westbound Ramps B 16.7 0.741 B 16.8 0.767 9 Grove Avenue at SR-60 Eastbound Ramps C 25.6 0.681 C 25.8 0.687

10 4th Street at I-10 Eastbound Ramps D 53.9 1.006 D 55.0 1.011 11 4th Street at I-10 Westbound Ramps C 31.3 0.826 C 32.1 0.831 12 Vineyard Avenue at I-10 Westbound Ramps C 22.8 0.790 C 22.9 0.797 13 Vineyard Avenue at I-10 Eastbound Ramps C 31.4 0.939 C 33.1 0.954 14 Vineyard Avenue at Holt Boulevard D 39.1 0.918 D 41.0 0.932 15 Vineyard Avenue at Airport Drive F 138.1 1.498 F 182.6 1.611 16 Archibald Avenue at Inland Empire Boulevard E 56.0 1.119 E 60.9 1.154 17 Archibald Avenue at I-10 Ramps E 55.8 0.995 E 61.4 1.022 18 Archibald Avenue at Guasti Road C 26.4 0.665 C 26.4 0.678 19 Archibald Avenue at Airport Drive D 45.5 0.973 D 47.5 0.989 20 Haven Avenue at Airport Drive D 44.0 0.994 D 44.4 0.996



31

5. Recommended Mitigation Measures 5.1 Introduction This chapter describes the recommended mitigation measures for the two future horizon years considered in this study. A description of the mitigation measures for the project opening year (2020) is presented first, followed by a description of the recommended mitigation measures for 2030 with the proposed project. 5.2 Recommended Mitigation Measures for 2020 – Project Opening Day Freeway Analysis Given the overall poor operating conditions forecast for I-10 freeway peak traffic volumes by 2020, specific mitigation measures for the freeway mainline should be developed as part of a broader regional improvement program to improve the expected capacity deficiencies. Both the eastbound and westbound directions of I-10 will require at least one additional general purpose mixed-flow lane between Archibald Avenue and Interstate 15. Table 5-1 identifies the V/C ratios for the I-10 freeway before and after mitigation.

Table 5-1: 2020 Basic Freeway Segment Analysis

Before Mitigation

After Mitigation2020 Basic Freeway

Segments GP

Capacity HOV

CapacityGP

LanesHOV Lanes f(HV)

Adjusted Volume V/C LOS V/C LOS

From To I-10 Eastbound AM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 9,178 0.96 E 0.79 C Haven Ave Milliken Ave 2300 1600 4 1 0.935 8,802 0.92 E 0.76 C Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 8,181 0.85 D 0.70 C

From To I-10 Westbound AM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 10,729 1.12 F 0.92 E Haven Ave Milliken Ave 2300 1600 4 1 0.935 10,873 1.13 F 0.93 E Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 10,980 1.14 F 0.94 E

From To I-10 Eastbound PM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 10,506 1.10 F 0.90 E Haven Ave Milliken Ave 2300 1600 4 1 0.935 10,679 1.11 F 0.92 E Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 10,929 1.14 F 0.94 E

From To I-10 Westbound PM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 10,394 1.08 F 0.89 D Haven Ave Milliken Ave 2300 1600 4 1 0.935 9,932 1.04 F 0.85 D Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 9,592 1.00 E 0.82 D

GP: General purpose, mixed-flow lane HOV: High-occupancy, carpool lane f(HV): Heavy Vehicle Factor



32

Intersection Analysis The following mitigation measures are proposed to bring projected deficient intersections to acceptable operating conditions; (LOS D or better and V/C of less than 1.0) per SANBAG and City of Ontario standards. The mitigated levels of service forecasts for the AM and PM peak hours are shown in Table 5-2 and 5-3, respectively. Description of Proposed Study Intersection Mitigation Measures Intersection #3 Grove Avenue/Airport Drive/State Street provide NB right turn overlap phase

Intersection #4 Grove Avenue/Mission Boulevard provide SB left-turn-only lane provide EB left-turn-only lane

Intersection #15 Vineyard Avenue/Airport Drive provide WB right-turn overlap phase provide SB right-turn overlap phase

The above proposed intersection improvement measures are graphically presented in Figure 5-1. It must be noted that in the formulation of potential mitigation measures, there are cases where the most appropriate intersection capacity improvement cannot feasibly be accomplished due to right-of-way constraints. Therefore, at some intersections, no feasible mitigation can be accomplished while at other locations, a secondary improvement (other than the improvement for the primary critical movements) is the only measure that is feasible. It must also be noted that some of the identified mitigations presented to bring intersections to an acceptable operating condition may be technically infeasible due to right-of-way constraints and may also be restricted by the physical capacity of the existing roadway system. Therefore, a case-by-case approach to finalize the design and costs estimates for each proposed intersection mitigation measure is necessary. These measures should be compatible with the City of Ontario General Plan, and should be supported by detailed engineering plans before the exaction of fees to implement these preliminary measures are finalized.



33

Table 5-2: 2020 Project Opening Day AM Peak Hour Mitigated Intersection Levels of Service

2020 Base 2020 With Mitigation LOS Delay V/C LOS Delay V/C Intersection

(sec) (sec) 1 Grove Avenue at 4th Street C 31.6 0.645 C 31.6 0.645 2 Grove Avenue at Holt Boulevard C 28.3 0.689 C 28.3 0.689 3 Grove Avenue at Airport Drive/State Street C 26.2 0.805 C 23.5 0.642 4 Grove Avenue at Mission Boulevard D 37.5 0.879 C 32.2 0.750 5 Grove Avenue at Belmont Street * B 13.6 0.434 B 13.6 0.434 6 Grove Avenue at Francis Street C 24.4 0.640 C 24.4 0.640 7 Grove Avenue at Philadelphia Street C 29.2 0.832 C 29.2 0.832 8 Grove Avenue at SR-60 Westbound Ramps C 21.6 0.780 C 21.6 0.780 9 Grove Avenue at SR-60 Eastbound Ramps C 32.0 0.861 C 32.0 0.861

10 4th Street at I-10 Eastbound Ramps C 31.8 0.873 C 31.8 0.873 11 4th Street at I-10 Westbound Ramps C 24.0 0.775 C 24.0 0.775 12 Vineyard Avenue at I-10 Westbound Ramps B 17.3 0.415 B 17.3 0.415 13 Vineyard Avenue at I-10 Eastbound Ramps C 27.5 0.763 C 27.5 0.763 14 Vineyard Avenue at Holt Boulevard D 36.7 0.898 D 36.7 0.898 15 Vineyard Avenue at Airport Drive E 57.4 1.004 C 25.3 0.710 16 Archibald Avenue at Inland Empire Boulevard C 28.1 0.625 C 28.1 0.625 17 Archibald Avenue at I-10 Ramps C 27.7 0.567 C 27.7 0.567 18 Archibald Avenue at Guasti Road B 19.5 0.331 B 19.5 0.331 19 Archibald Avenue at Airport Drive C 26.4 0.503 C 26.4 0.503 20 Haven Avenue at Airport Drive C 27.5 0.677 C 27.5 0.677

Table 5-3: 2020 Project Opening Day PM Peak Hour Mitigated Intersection Levels of Service

2020 Base 2020 With Mitigation


1 Grove Avenue at 4th Street C 33.5 0.741 C 33.5 0.741 2 Grove Avenue at Holt Boulevard C 32.8 0.769 C 32.8 0.769 3 Grove Avenue at Airport Drive/State Street D 43.1 1.013 C 27.5 0.778 4 Grove Avenue at Mission Boulevard E 70.6 1.124 D 42.7 0.968 5 Grove Avenue at Belmont Street * B 15.0 0.569 B 15.0 0.569 6 Grove Avenue at Francis Street C 25.8 0.734 C 25.8 0.734 7 Grove Avenue at Philadelphia Street D 43.5 0.943 D 43.5 0.943 8 Grove Avenue at SR-60 Westbound Ramps B 16.2 0.709 B 16.2 0.709 9 Grove Avenue at SR-60 Eastbound Ramps C 24.8 0.631 C 24.8 0.631

10 4th Street at I-10 Eastbound Ramps C 33.2 0.862 C 33.2 0.862 11 4th Street at I-10 Westbound Ramps C 28.1 0.774 C 28.1 0.774 12 Vineyard Avenue at I-10 Westbound Ramps C 21.1 0.738 C 21.1 0.738 13 Vineyard Avenue at I-10 Eastbound Ramps C 27.2 0.876 C 27.2 0.876 14 Vineyard Avenue at Holt Boulevard C 31.5 0.761 C 31.5 0.761 15 Vineyard Avenue at Airport Drive F 105.6 1.273 C 30.8 0.797 16 Archibald Avenue at Inland Empire Boulevard D 35.6 0.919 D 35.6 0.919 17 Archibald Avenue at I-10 Ramps C 34.6 0.828 C 34.6 0.828 18 Archibald Avenue at Guasti Road C 25.9 0.580 C 25.9 0.580 19 Archibald Avenue at Airport Drive C 34.4 0.789 C 34.4 0.789 20 Haven Avenue at Airport Drive C 31.9 0.829 C 31.9 0.829

Figure 5-1

2020 Mitigated Lane Configurations

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Mitigated Lane Configs.cdr 7/01/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St


LEGEND


Protected LeftPRO

Free RightF

OL Overlap


Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

Mitigation*

10

60

15

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO PRO

PRO PRO

OL

*

PROPRO

PRO PRO

OL *

*

PRO PER

PER PRO

PRO PER

PER PRO

PRO P-P

P-P PRO

PRO

PRO

PRO

PRO

F

F

PRO

PRO PRO

PRO PRO

PRO PRO

PRO PRO

PRO PRO

PRO PRO

OL

OL

F

F PRO PRO

PRO PRO

OL

PRO

PRO

PRO PRO

OL

PRO PRO

PROPRO

OL

OL

PRO

PRO

SP

SP

OL *

OL

*



35

5.3 Recommended Mitigation Measures for 2030 Freeway Analysis Given the overall poor operating conditions forecast for I-10 freeway peak volumes by 2030, specific mitigation measures for the freeway mainline should be developed as part of a broader regional improvement program. Both the eastbound and westbound directions of I-10 will require at least one additional general purpose, mixed-flow lane between Archibald Avenue and Milliken Avenue. A second westbound lane will be necessary between Haven Avenue and Milliken Avenue. Two additional lanes in each direction are needed between Milliken Avenue and Interstate 15. Table 5-4 identifies the V/C ratios for the I-10 freeway before and after mitigation.

Table 5-4: 2030 Basic Freeway Segment Analysis

Before Mitigation

After Mitigation2030 Basic Freeway

Segments GP

Capacity HOV

CapacityGP

LanesHOV Lanes f(HV)

Adjusted Volume V/C LOS V/C LOS

From To I-10 Eastbound AM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 9,951 1.04 F 0.86 D Haven Ave Milliken Ave 2300 1600 4 1 0.935 9,430 0.98 E 0.81 D Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 8,583 0.89 D 0.63 B

From To I-10 Westbound AM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 11,512 1.20 F 0.99 E Haven Ave Milliken Ave 2300 1600 4 1 0.935 11,779 1.23 F 0.86 D Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 12,042 1.26 F 0.88 D

From To I-10 Eastbound PM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 11,239 1.17 F 0.97 E Haven Ave Milliken Ave 2300 1600 4 1 0.935 11,548 1.20 F 0.99 E Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 12,024 1.25 F 0.88 D

From To I-10 Westbound PM Peak Archibald Ave Haven Ave 2300 1600 4 1 0.935 11,323 1.18 F 0.97 E Haven Ave Milliken Ave 2300 1600 4 1 0.935 10,677 1.11 F 0.78 C Milliken Ave Jct. Rte. I-15 2300 1600 4 1 0.935 10,262 1.07 F 0.75 C

GP: General purpose, mixed-flow lane HOV: High-occupancy, carpool lane f(HV): Heavy Vehicle Factor Intersection Analysis The following mitigation measures are proposed to bring projected deficient intersections to acceptable operating conditions; (LOS D or better and V/C of less than 1.0) per City of Ontario standards. The mitigated level of service forecasts for the AM and PM peak hours are shown in Tables 5-5 and 5-6, respectively. Description of Proposed Study Intersection Mitigation Measures Intersection #3 Grove Avenue/Airport Drive/State Street provide NB right turn overlap phase (same as 2020)



36

Intersection #4 Grove Avenue/Mission Boulevard provide SB left-turn-only lane (same as 2020) provide EB left-turn-only lane (same as 2020) widen NB approach and departure provide 3 through lanes and one right turn lane. widen WB approach and departure provide 4 through lanes and one right turn lane with overlap phase.

Intersection #7 Grove Avenue /Philadelphia Street provide EB right turn overlap phase restripe EB to provide 2 through lanes and one right turn lane provide NB left turn only lane

Intersection #10 I-10 Eastbound Ramps /Fourth Street restripe off ramp to one left turn lane and one right turn lane (no through movement) provide EB right turn overlap phase (overlap with southbound right/left)

Intersection #14 Vineyard Avenue/Holt Boulevard add SB through lane

Intersection #15 Vineyard Avenue/Airport Drive provide WB right-turn overlap phase (same as 2020) provide SB right-turn overlap phase (same as 2020) provide EB left-turn-only lane restripe one WB through lane as a right turn lane

Intersection #16 Archibald Avenue/Inland Empire Boulevard provide NB right turn overlap phase

Intersection #17 Archibald Avenue/I-10 Ramps add SB through lane

The above proposed intersection improvement measures are graphically presented in Figure 5-2 at the end of this section. It must be noted that in the formulation of potential mitigation measures, there are cases where the most appropriate intersection capacity improvement cannot feasibly be accomplished due to right-of-way constraints. Therefore, at some intersections, no feasible mitigation can be accomplished while at other locations, a secondary improvement (other than the improvement for the primary critical movements) is the only measure that is feasible. It must also be noted that some of the identified mitigations presented to bring intersections to acceptable operating condition may be technically infeasible due to right-of-way constraints and may also be restricted by the physical capacity of the existing roadway system. Therefore, a case-by-case approach to finalize the design and costs estimates for each proposed intersection mitigation measure is necessary. These measures should be compatible with the City of Ontario General General Plan, and should be supported by detailed engineering plans before the exaction of fees to implement these preliminary measures are finalized.



37

Table 5-5: Future 2030 PM Peak Hour Mitigated Intersection Levels of Service

2030 Base 2030 With Mitigation LOS Delay V/C LOS Delay V/C Intersection

(sec) (sec) 1 Grove Avenue at 4th Street C 34.2 0.759 C 34.2 0.759 2 Grove Avenue at Holt Boulevard C 33.4 0.843 C 33.4 0.843 3 Grove Avenue at Airport Drive/State Street C 33.5 0.916 C 24.5 0.729 4 Grove Avenue at Mission Boulevard E 55.2 1.040 C 33.0 0.800 5 Grove Avenue at Belmont Street * B 15.8 0.550 B 15.8 0.550 6 Grove Avenue at Francis Street C 27.4 0.767 C 27.4 0.767 7 Grove Avenue at Philadelphia Street D 44.9 1.004 C 32.9 0.879 8 Grove Avenue at SR-60 Westbound Ramps B 18.5 0.631 B 18.5 0.631 9 Grove Avenue at SR-60 Eastbound Ramps D 36.3 0.928 D 36.3 0.928

10 4th Street at I-10 Eastbound Ramps D 45.8 0.972 D 45.1 0.973 11 4th Street at I-10 Westbound Ramps C 28.2 0.843 C 28.2 0.843 12 Vineyard Avenue at I-10 Westbound Ramps B 17.7 0.469 B 17.7 0.469 13 Vineyard Avenue at I-10 Eastbound Ramps C 30.3 0.849 C 30.3 0.849 14 Vineyard Avenue at Holt Boulevard E 64.4 1.085 D 45.7 0.982 15 Vineyard Avenue at Airport Drive F 114.3 1.274 D 40.8 0.936 16 Archibald Avenue at Inland Empire Boulevard C 30.1 0.694 C 28.8 0.694 17 Archibald Avenue at I-10 Ramps C 28.7 0.644 C 28.3 0.644 18 Archibald Avenue at Guasti Road B 18.5 0.408 B 18.5 0.408 19 Archibald Avenue at Airport Drive C 27.0 0.577 C 27.0 0.577 20 Haven Avenue at Airport Drive C 31.1 0.831 C 31.1 0.831

Table 5-6: Future 2030 PM Peak Hour Mitigated Intersection Levels of Service

2030 Base 2030 With Mitigation


1 Grove Avenue at 4th Street D 36.4 0.817 D 36.4 0.817 2 Grove Avenue at Holt Boulevard D 37.3 0.852 D 37.3 0.852 3 Grove Avenue at Airport Drive/State Street F 91.7 1.323 D 37.8 0.973 4 Grove Avenue at Mission Boulevard F 122.5 1.325 D 53.2 0.989 5 Grove Avenue at Belmont Street * B 19.2 0.699 B 19.2 0.699 6 Grove Avenue at Francis Street C 34.5 0.936 C 34.5 0.936 7 Grove Avenue at Philadelphia Street E 75.2 1.086 D 40.0 0.930 8 Grove Avenue at SR-60 Westbound Ramps B 16.8 0.767 B 16.8 0.767 9 Grove Avenue at SR-60 Eastbound Ramps C 25.8 0.687 C 25.8 0.687

10 4th Street at I-10 Eastbound Ramps D 55.0 1.011 D 47.7 0.974 11 4th Street at I-10 Westbound Ramps C 32.1 0.831 C 32.1 0.831 12 Vineyard Avenue at I-10 Westbound Ramps C 22.9 0.797 C 22.9 0.797 13 Vineyard Avenue at I-10 Eastbound Ramps C 33.1 0.954 C 33.1 0.954 14 Vineyard Avenue at Holt Boulevard D 41.0 0.932 D 37.4 0.895 15 Vineyard Avenue at Airport Drive F 182.6 1.611 C 31.0 0.861 16 Archibald Avenue at Inland Empire Boulevard E 60.9 1.154 D 43.4 0.969 17 Archibald Avenue at I-10 Ramps E 61.4 1.022 D 53.8 0.986 18 Archibald Avenue at Guasti Road C 26.4 0.678 C 26.4 0.678 19 Archibald Avenue at Airport Drive D 47.5 0.989 D 47.5 0.989 20 Haven Avenue at Airport Drive D 44.4 0.996 D 44.4 0.996

Figure 5-2

2030 Mitigated Lane Configurations

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Mitigated Lane Configs.cdr 7/01/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St


LEGEND


Protected LeftPRO

Free RightF

OL Overlap


Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr

Mitigation*

10

60

15

1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO

PRO PRO

PRO PRO

OL

*

PRO PER

PER PRO

PRO

PROPER

PER

PRO

PRO

PRO

F

F

PRO

PRO PRO

PRO PRO

OL

*

PRO PRO

PRO PRO

OL

PRO

PRO

PRO PRO

OL

PRO PRO

PROPRO

OL

OL

PRO P-P

P-P PRO

* OL*

*

PRO PRO

PRO PRO

OL

OL

F

F *

PRO PRO

PRO PRO

*PRO

*

* OL

PROPRO

PRO PRO

OL

OL *

*

*

*

*

PRO

PRO

SP

SP

*

OL

* OL **



39

6. Contribution of Project Trips to Future Traffic Volumes 6.1 Introduction This chapter describes the final results of traffic impact analysis identifying impacts of the project-generated traffic and its share on the surrounding roadway system for the two future horizon years considered in this study. An analysis of traffic conditions at the project opening year (2020) is presented first, followed by a discussion of the traffic conditions in 2030 with the proposed project. The latter discussion provides an intersection level of service analysis for Future 2030 “With Project” Conditions to evaluate required long-term mitigation measures to comply with CMP and City of Ontario LOS standards. 6.2 Contribution of Project Trips to 2020 Traffic Volumes Freeway Analysis One mixed flow lane is needed in each direction on I-10 between Archibald Avenue and Interstate 15. The overall project share on Interstate 10 indicates that the heaviest traffic burdens on Interstate 10 come from growth in regional traffic. Given the overall poor operating conditions forecast for I-10 freeway peak volumes by 2020, specific mitigation measures for the freeway mainline must be developed as part of a broader regional improvement program. The total cost of this mitigation measure, using CMP unit cost guidelines, is identified in Table 6-1 along with the percent project shares of this cost. Per San Bernardino County CMP guidelines, when physical or environmental constraints make mitigation unlikely, a contribution may be used to improve LOS elsewhere on the system or at other locations that would relieve the impact.

Table 6-1: 2020 Freeway Project Share Percent

2020 Basic Freeway Segments Project Trips

Project Share %

Segment Length

Additional Lanes

Mitigation Cost*

Project Cost

From To I-10 Eastbound PM Peak Archibald Ave Haven Ave 45 0.43% 1.01 1 $ 2,323,000 $ 9,950 Haven Ave Milliken Ave 45 0.42% 1.01 1 $ 2,323,000 $ 9,789 Milliken Ave Jct. Rte. I-15 43 0.39% 0.76 1 $ 1,748,000 $ 6,877

From To I-10 Westbound PM Peak Archibald Ave Haven Ave 52 0.50% 1.01 1 $ 2,323,000 $11,621 Haven Ave Milliken Ave 62 0.62% 1.01 1 $ 2,323,000 $14,501 Milliken Ave Jct. Rte. I-15 60 0.63% 0.76 1 $ 1,748,000 $10,934

$12,788,000 $63,672

* The following assumptions were used to determine mitigation costs:

1. ROW has already been acquired. 2. Asphalt concrete pavement is used. 3. Additional lane added to outside of roadway. 4. Asphalt Concrete Pavement Cost = $2,300,000 per mile



40

Intersection Analysis Tables 6-2 and 6-3 present the share of project-generated trips at each study intersection at 2020 for AM and PM peak hours, respectively. The percentage figures represent the share of project trips as a percent of total additional trips by 2020. Additional trips at each intersection were calculated by subtracting existing 2004 traffic volumes from total 2020 traffic volumes, which include the project trips. These total added trips are collectively responsible for degradation of intersection operating conditions and the need for the recommended improvement measures at deficient intersections. However, the proposed project will be responsible for only a portion of the cost of mitigation measures at these deficient intersections as indicated by the corresponding percent contribution. It must be noted that in the formulation of potential mitigation measures, there are cases where the most appropriate intersection capacity improvement cannot feasibly be accomplished due to right-of-way constraints. Therefore, at some intersections, no feasible mitigation can be accomplished while at other locations, a secondary improvement (other than the improvement for the primary critical movements) is the only measure that is feasible. It must also be noted that some of the identified mitigations presented to bring intersections to acceptable operating condition, may be technically infeasible due to right-of-way constraints and may also be restricted by the physical capacity of the existing roadway system. Therefore, a case-by-case approach to finalize the design and costs estimates for each proposed intersection mitigation measure is necessary. These measures should be compatible with the City of Ontario General Plan, and should be supported by detailed engineering plans before the exaction of fees to implement these preliminary measures are finalized. Table 6-4 provides an order of magnitude estimate of costs for the recommended mitigation measures to improve each deficient intersection, using unit cost information provided in the CMP guidelines. The preliminary estimate includes only the costs for the actual proposed physical improvements and assumes these improvements could be made within the existing right-of-way. The estimated total improvement cost of each intersection is then multiplied by the percent contribution of project trips to the total added traffic to arrive at the projects share of mitigation costs at the corresponding intersection. Summary of Project Contribution for 2020 The estimated preliminary total cost for mitigating the three future deficient intersections for the AM/PM peak hours (worst case) is $331,800 and the share of this total cost allocated to the project is $38,192 or 11.51 percent of the total, seen as a subtotal in Table 6-4. The estimated preliminary total cost for mitigating the significantly impacted freeway segments for the AM/PM peak hours (worst case) is $12,788,000 and the share of this total cost allocated to the project is $63,672 or 0.49 percent of the total, as shown in Table 6-1. The estimated preliminary total cost for mitigating all the impacted intersection and freeway segments near the study area is $13,119,800 of which the project is responsible for $101,864 or 0.78 percent of the total cost.



41

Table 6-2: 2020 AM Peak Hour Intersection Project Share Percent

Project 2020 2004 Change in Project

Study Intersection Trips Total Trips Total Trips Total Trips Share (%)1 Grove Ave / 4th St. 51 3,719 2,788 930 5.48% 2 Grove Ave. / Holt Blvd. 80 4,269 3,252 1,016 7.87% 3 Grove Ave. / Airport Dr. / State St. 203 4,752 2,875 1,877 10.81% 4 Grove Ave. / Mission Blvd. 113 6,225 3,744 2,482 4.55% 5 Grove Ave. / Belmont St. 77 3,048 1,756 1,292 5.99% 6 Grove Ave. / Francis St. 74 3,845 2,606 1,239 5.97% 7 Grove Ave. / Philadelphia St. 71 4,708 3,347 1,361 5.24% 8 Grove Ave. / SR-60 WB Ramps 66 4,858 4,352 506 13.05% 9 Grove Ave. / SR-60 EB Ramps 40 4,403 3,830 574 6.97%

10 I-10 EB Ramps / 4th St. 46 2,488 2,073 416 11.06% 11 I-10 WB Ramps / 4th St. 10 2,546 2,272 274 3.79% 12 Vineyard Ave. / I-10 WB Ramps 44 3,556 3,059 496 8.86% 13 Vineyard Ave. / I-10 EB Ramps 69 3,623 3,038 585 11.80% 14 Vineyard Ave. / Holt Blvd. 117 5,087 2,884 2,203 5.31% 15 Vineyard Ave. / Airport Dr. 220 3,191 1,445 1,746 12.60% 16 Archibald Ave. / Inland Empire Blvd 49 3,860 2,970 890 5.51% 17 Archibald Ave. / I-10 WB/EB Ramps 68 4,951 3,596 1,355 5.02% 18 Archibald Ave. / Guasti Rd. 69 2,639 1,186 1,453 4.75% 19 Archibald Ave. / Airport Dr. 105 3,445 1,535 1,910 5.50% 20 Haven Ave. / Airport Dr. 36 6,598 4,793 1,805 1.99%

Table 6-3: 2020 PM Peak Hour Intersection Project Share Percent


Study Intersection Trips Total Trips Total Trips Total Trips Share (%)1 Grove Ave / 4th St. 36 4,444 3,471 973 3.68% 2 Grove Ave. / Holt Blvd. 95 6,333 5,413 920 10.35% 3 Grove Ave. / Airport Dr. / State St. 252 5,789 3,971 1,818 13.88% 4 Grove Ave. / Mission Blvd. 136 7,905 5,396 2,509 5.42% 5 Grove Ave. / Belmont St. 98 3,609 2,528 1,081 9.06% 6 Grove Ave. / Francis St. 87 4,575 3,081 1,493 5.81% 7 Grove Ave. / Philadelphia St. 82 5,412 3,823 1,588 5.16% 8 Grove Ave. / SR-60 WB Ramps 79 4,052 3,212 840 9.41% 9 Grove Ave. / SR-60 EB Ramps 43 3,499 2,931 568 7.56%

10 I-10 EB Ramps / 4th St. 28 2,983 2,810 173 16.15% 11 I-10 WB Ramps / 4th St. 16 2,465 2,337 128 12.74% 12 Vineyard Ave. / I-10 WB Ramps 79 4,930 4,286 644 12.26% 13 Vineyard Ave. / I-10 EB Ramps 98 4,780 4,021 759 12.92% 14 Vineyard Ave. / Holt Blvd. 188 5,171 2,434 2,736 6.86% 15 Vineyard Ave. / Airport Dr. 340 4,212 1,894 2,318 14.66% 16 Archibald Ave. / Inland Empire Blvd 75 5,309 4,111 1,198 6.28% 17 Archibald Ave. / I-10 WB/EB Ramps 89 6,161 3,971 2,190 4.06% 18 Archibald Ave. / Guasti Rd. 99 4,292 1,788 2,504 3.95% 19 Archibald Ave. / Airport Dr. 152 5,287 2,118 3,170 4.80% 20 Haven Ave. / Airport Dr. 65 8,333 4,973 3,360 1.93%



42

Table 6-4: 2020 Intersection Worst Case Mitigation Costs

Additional Lane Needs Total Project Project

Northbound Southbound Eastbound Westbound Imp. Cost Contribution $ ShareIntersection

L T R L T R L T R L T R

1 Grove Ave / 4th St. $0 5.48% 2 Grove Ave. / Holt Blvd. $0 10.35% 3 Grove Ave. / Airport Dr. / State St. $75,000 13.88% $10,406 4 Grove Ave. / Mission Blvd. 1 1 $106,800 5.42% $5,788 5 Grove Ave. / Belmont St. $0 9.06% 6 Grove Ave. / Francis St. $0 5.97% 7 Grove Ave. / Philadelphia St. $0 5.24% 8 Grove Ave. / SR-60 WB Ramps $0 13.05% 9 Grove Ave. / SR-60 EB Ramps $0 7.56%

10 I-10 EB Ramps / 4th St. $0 16.15% 11 I-10 WB Ramps / 4th St. $0 12.74% 12 Vineyard Ave. / I-10 WB Ramps $0 12.26% 13 Vineyard Ave. / I-10 EB Ramps $0 12.92% 14 Vineyard Ave. / Holt Blvd. $0 6.86% 15 Vineyard Ave. / Airport Dr. $150,000 14.66% $21,997 16 Archibald Ave. / Inland Empire Blvd $0 6.28% 17 Archibald Ave. / I-10 WB/EB Ramps $0 5.02% 18 Archibald Ave. / Guasti Rd. $0 4.75% 19 Archibald Ave. / Airport Dr. $0 5.50% 20 Haven Ave. / Airport Dr. $0 1.99%

Preliminary Estimated Costs $331,800 11.51% $38,192 Lump Sum Signal Improvements – addition of overlap phase plus new signal heads- $75,000 for each overlap phase



43

6.3 Contribution of Project Trips to 2030 Traffic Volumes Freeway Analysis To bring the 2030 freeway levels of service to acceptable conditions, one mixed flow lane is needed in each direction on I-10 between Archibald Avenue and Interstate 15. A second lane is needed westbound between Haven Avenue and Interstate 15. Also, a second lane is needed eastbound between Milliken Avenue and Interstate 15. The overall project share on Interstate 10 indicates that the heaviest burdens on Interstate 10 come from growth in regional traffic. Given the overall poor operating conditions forecast for I-10 freeway peak volumes by 2030, specific mitigation measures for the freeway mainline must be developed as part of a broader regional improvement program. The total cost of this mitigation measure is identified in Table 6-5 along with the percent project shares of this cost. Per San Bernardino County CMP guidelines, when physical or environmental constraints make mitigation unlikely, a contribution may be used to improve level of service elsewhere on the system or at other locations that would relieve the impact.

Table 6-5: 2030 Freeway Project Share Percent

2020 Basic Freeway Segments Project Trips

Project Share %

Segment Length

Additional Lanes

Mitigation Cost*

Project Cost

From To I-10 Eastbound PM Peak Archibald Ave Haven Ave 45 0.40% 1.01 1 $ 2,323,000 $ 9,301 Haven Ave Milliken Ave 45 0.39% 1.01 1 $ 2,323,000 $ 9,052 Milliken Ave Jct. Rte. I-15 43 0.36% 0.76 2 $ 3,496,000 $ 12,502

From To I-10 Westbound AM Peak Archibald Ave Haven Ave 52 0.46% 1.01 1 $ 2,323,000 $ 10,668 Haven Ave Milliken Ave 62 0.58% 1.01 2 $ 4,646,000 $ 26,979 Milliken Ave Jct. Rte. I-15 60 0.58% 0.76 2 $ 3,496,000 $ 20,440

$18,607,000 $88,941

* The following assumptions were used to determine mitigation costs:

1. ROW has already been acquired. 2. Asphalt concrete pavement is used. 3. Additional lane added to outside of roadway. 4. Asphalt Concrete Pavement Cost = $2,300,000 per mile

Intersection Analysis Tables 6-6 and 6-7 present the share of project-generated trips at each study intersection at 2030 for AM and PM peak hours, respectively. The percentage figures represent the share of project trips as a percent of total additional trips by 2030. Additional trips at each intersection were calculated by subtracting the existing 2004 traffic volumes from total 2030 traffic volumes, which include the project trips. These total added trips are collectively responsible for degradation of intersection operating conditions and the need for the recommended improvement measures at deficient intersections. However, the proposed project will be responsible for only a portion of the cost of mitigation measures at these deficient intersections as indicated by the corresponding percent contribution. It must be noted that in the formulation of potential mitigation measures, there are cases where the most appropriate intersection capacity improvement cannot feasibly be accomplished due to right-of-way constraints. Therefore, at some intersections, no feasible mitigation can be accomplished while at other locations, a secondary improvement (other than the improvement for the primary critical movements) is the only measure that is feasible.



44

Table 6-6: 2030 AM Peak Hour Intersection Project Share Percent


Study Intersection Trips Total Trips Total Trips Total Trips Share (%)1 Grove Ave / 4th St. 51 4,251 2,788 1,462 3.49% 2 Grove Ave. / Holt Blvd. 80 4,941 3,252 1,689 4.74% 3 Grove Ave. / Airport Dr. / State St. 203 5,555 2,875 2,680 7.57% 4 Grove Ave. / Mission Blvd. 113 7,413 3,744 3,669 3.08% 5 Grove Ave. / Belmont St. 77 3,645 1,756 1,889 4.10% 6 Grove Ave. / Francis St. 74 4,491 2,606 1,885 3.93% 7 Grove Ave. / Philadelphia St. 71 5,443 3,347 2,096 3.40% 8 Grove Ave. / SR-60 WB Ramps 66 5,307 4,352 955 6.91% 9 Grove Ave. / SR-60 EB Ramps 40 4,864 3,830 1,034 3.87%

10 I-10 EB Ramps / 4th St. 46 2,773 2,073 701 6.56% 11 I-10 WB Ramps / 4th St. 10 2,788 2,272 515 2.01% 12 Vineyard Ave. / I-10 WB Ramps 44 3,913 3,059 854 5.16% 13 Vineyard Ave. / I-10 EB Ramps 69 3,994 3,038 956 7.22% 14 Vineyard Ave. / Holt Blvd. 117 6,180 2,884 3,295 3.55% 15 Vineyard Ave. / Airport Dr. 220 3,853 1,445 2,408 9.14% 16 Archibald Ave. / Inland Empire Blvd 49 4,406 2,970 1,435 3.41% 17 Archibald Ave. / I-10 WB/EB Ramps 68 5,621 3,596 2,025 3.36% 18 Archibald Ave. / Guasti Rd. 69 3,195 1,186 2,009 3.43% 19 Archibald Ave. / Airport Dr. 105 4,266 1,535 2,731 3.84% 20 Haven Ave. / Airport Dr. 36 7,845 4,793 3,052 1.18%

Table 6-7: 2030 PM Peak Hour Intersection Project Share Percent


Study Intersection Trips Total Trips Total Trips Total Trips Share (%)1 Grove Ave / 4th St. 36 4,996 3,471 1,525 2.35% 2 Grove Ave. / Holt Blvd. 95 7,058 5,413 1,645 5.79% 3 Grove Ave. / Airport Dr. / State St. 252 6,587 3,971 2,617 9.64% 4 Grove Ave. / Mission Blvd. 136 9,148 5,396 3,752 3.63% 5 Grove Ave. / Belmont St. 98 4,084 2,528 1,556 6.30% 6 Grove Ave. / Francis St. 87 5,323 3,081 2,242 3.87% 7 Grove Ave. / Philadelphia St. 82 6,188 3,823 2,365 3.47% 8 Grove Ave. / SR-60 WB Ramps 79 4,487 3,212 1,275 6.20% 9 Grove Ave. / SR-60 EB Ramps 43 3,827 2,931 896 4.80%

10 I-10 EB Ramps / 4th St. 28 3,163 2,810 353 7.93% 11 I-10 WB Ramps / 4th St. 16 2,602 2,337 265 6.15% 12 Vineyard Ave. / I-10 WB Ramps 79 5,363 4,286 1,077 7.34% 13 Vineyard Ave. / I-10 EB Ramps 98 5,231 4,021 1,210 8.10% 14 Vineyard Ave. / Holt Blvd. 188 6,345 2,434 3,910 4.80% 15 Vineyard Ave. / Airport Dr. 340 5,035 1,894 3,141 10.82% 16 Archibald Ave. / Inland Empire Blvd 75 6,048 4,111 1,937 3.89% 17 Archibald Ave. / I-10 WB/EB Ramps 89 7,235 3,971 3,264 2.73% 18 Archibald Ave. / Guasti Rd. 99 5,258 1,788 3,471 2.85% 19 Archibald Ave. / Airport Dr. 152 6,493 2,118 4,375 3.47% 20 Haven Ave. / Airport Dr. 65 9,987 4,973 5,014 1.30%



45

It must also be noted that some of the proposed mitigations presented to bring intersections to acceptable operating conditions may be technically infeasible due to right-of-way constraints and restricted by the physical capacity of the existing roadway system. Therefore, a case-by-case approach to finalize the design and costs estimates for each proposed intersection mitigation measure is necessary. These measures should be compatible with the City of Ontario General Plan, and should be supported by detailed engineering plans before the exaction of fees to implement these preliminary measures are finalized. Table 6-8 provides an order of magnitude estimate of costs for the recommended mitigation measures to improve each deficient intersection, using unit costs provided in the CMP guidelines. The preliminary estimate includes only the costs for the actual proposed physical improvements and assumes these improvements could be made within existing right-of-way. The estimated total improvement cost of each intersection is then multiplied by the percent contribution of project trips to the total added traffic to arrive at the projects share of mitigation costs at the corresponding intersection. Summary of Project Contribution for 2030 The estimated preliminary total cost for mitigating the 8 future deficient intersections for the AM/PM peak hours (worst case) is $1,166,300 and the share of this total cost allocated to the project is $65,578 or 5.62 percent of the total, seen as a subtotal in Table 6-8. The estimated preliminary total cost for mitigating the significantly impacted freeway segments for the AM/PM peak hours (worst case) is $18,607,000 and the share of this total cost allocated to the project is $88,941 or 0.48 percent of the total, as shown in Table 6-5. The estimated preliminary total cost for mitigating all the significantly impacted intersections and freeway segments near the study area is $19,772,800 of which the project is responsible for $154,465 or 0.78 percent of the total. It should be noted that these mitigation measures include the measures recommended for 2020. However, the project share contributions for these projects are higher in 2020, and therefore, the fair share costs are higher in 2020 for the same improvement. If the 2020 mitigation measures are removed from the 2030 project list, the intersection fair share cost difference is $38,239, and the freeway fair share cost difference is $29,960. Therefore, $68,199 in fair share costs is added to the 2020 fair share cost of $101,864 for an overall total of $170,063.



46

Table 6-8: 2030 Intersection Worst Case Mitigation Costs

Additional Lane Needs Total Project Project

Northbound Southbound Eastbound Westbound Imp. Cost Contribution $ ShareIntersection

L T R L T R L T R L T R

1 Grove Ave / 4th St. $0 3.49% 2 Grove Ave. / Holt Blvd. $0 5.79% 3 Grove Ave. / Airport Dr. / State St. $75,000 9.64% $7,231 4 Grove Ave. / Mission Blvd. 1 1 1 1 $342,000 3.63% $12,398 5 Grove Ave. / Belmont St. $0 6.30% 6 Grove Ave. / Francis St. $0 3.93% 7 Grove Ave. / Philadelphia St. 1 1 $181,800 3.47% $6,304 8 Grove Ave. / SR-60 WB Ramps $0 6.91% 9 Grove Ave. / SR-60 EB Ramps $0 4.80%

10 I-10 EB Ramps / 4th St. $75,000 7.93% $5,944 11 I-10 WB Ramps / 4th St. $0 6.15% 12 Vineyard Ave. / I-10 WB Ramps $0 7.34% 13 Vineyard Ave. / I-10 EB Ramps $0 8.10% 14 Vineyard Ave. / Holt Blvd. 1 $106,800 4.80% $5,128 15 Vineyard Ave. / Airport Dr. 1 $203,900 10.82% $22,071 16 Archibald Ave. / Inland Empire Blvd $75,000 3.89% $2,915 17 Archibald Ave. / I-10 WB/EB Ramps 1 $106,800 3.36% $3,587 18 Archibald Ave. / Guasti Rd. $0 3.43% 19 Archibald Ave. / Airport Dr. $0 3.84% 20 Haven Ave. / Airport Dr. $0 1.30%

Preliminary Estimated Costs $1,166,300 5.62% $65,578 Lump Sum Signal Improvements – addition of overlap phase plus new signal heads- $75,000 for each overlap phase



47

7. Focused Site Specific Analysis As part of this CMP TIA, the City of Ontario requested additional focused site-specific analysis to assess the nature and magnitude of other transportation and circulation related impacts associated with PGCC. This request included project access to Airport Drive, a truck routing analysis, truck capacity impacts on several surrounding streets, analysis of a potential redesigned interchange at I-10 and Grove/4th, passenger terminal impacts, impacts to Maglev/high speed rail plans and cargo operations, impacts to structural sections of surrounding streets, and analysis for a potential railroad grade separation on Vineyard Avenue north of Airport Drive. 7.1 Project Site Access Driveways on Airport Drive Nearly all PGCC traffic access would be from Airport Drive. Project trucks would access the PGCC site via four driveways with direct access to truck loading/unloading facilities. Five auto parking lots would be provided with six additional driveways. Five of these driveways are on Airport Drive. The 9 driveway locations on Airport Drive (as currently proposed) are shown in Figure 1-2. For the purposes of this analysis, all driveways are assumed to have full access, except for driveway 2, which is assumed to have a right in-right out operation, and driveway 6, which is expected to be right turn in only. It is also assumed and recommended that left turn pockets are provided for all westbound left turns from Airport Drive into all parking lots at PGCC. The tenth driveway is on Vineyard Avenue at Airport Drive. This access point was analyzed as part of the intersection analysis, and is therefore not analyzed in this section. A signal warrant analysis was performed for each driveway to determine if a traffic signal is warranted at each driveway. The following assumptions were made at each driveway:

• Airport Drive has three lanes in each direction • Each driveway has one lane in and one lane out of PGCC • Airport Drive to operate at 45 miles per hour after project construction • Project auto trips were assigned to each auto driveway based on phase square footage • Project truck trips were assigned based on number of truck docking bays

Because Airport Drive will carry heavy traffic volumes and the driveways would carry light volumes, Signal Warrant 11 – Peak Hour Volume Warrant is the only signal warrant that could indicate the need for a traffic signal at the PGCC driveways due to traffic flow. Table 7-1 shows the results of the signal warrant analysis based on the above assumptions. As indicated in that table, no driveways would carry enough traffic to warrant a traffic signal by 2030 due to heavy traffic flows. Traffic signals at some PGCC Airport Drive access points may be required, however, due to safety (line-of-sight) and/or queue length concerns, particularly at the western and eastern ends of the site. At the western end of the PGCC site, truck access to PGCC (driveway #1 on Figure 1-2) would be located just east of a curve in Airport Drive that restricts the visibility from out-bound trucks. Specifically, out-bound truck drivers may not have sufficient views of east-bound Airport Drive traffic to allow the trucks to safely pull onto Airport Drive. This assessment is based on the road geometry, the relatively slow acceleration of trucks, and the projected grade of the PGCC driveway. At the eastern end of the PGCC site, a planned future grade separation at Vineyard Avenue and Airport Drive could affect line-of-sight and also result in concerns about the queue length for trucks waiting to enter the PGCC (e.g., driveway #9). This future grade separation is listed by SCAG in the RTP Grade Crossings list, the Measure I Grade Crossings Project list, and is also identified as a high priority in SANBAG’s railroad grade separation study. Because the potential future grade separation has not been designed (for example, it



48

is not known yet if Vineyard Avenue would cross over or under the railroad tracks), it is not possible to ascertain the specific future need for traffic signals at the eastern driveway. The specific need for signalization at these access points would be determined during final design of PGCC Phase 4, taking into account the current plans for the grade separation at that time. Regardless of the type of grade separation, it is expected that queues from the Vineyard Avenue/Airport Drive intersection could block the easternmost driveway (driveway #9). Project truck traffic is projected to be relatively light during the peak hours, so minimal truck impacts are expected on Airport Drive adjacent to the properties. Project auto access is spread out considerably due to multiple driveway access points, so auto access impact to Airport Drive should also be minimal. It is recommended that westbound access to all assumed “full access” driveways from Airport Drive have left turn pockets. Due to the close spacing of driveways, it is recommended that the speed limit on Airport Drive be reduced to 35 miles per hour. Due to the high volumes on Airport Drive, left turn receiving pockets should be constructed in the median at Driveways 3, 7, and 8 for those vehicles turning left to leave the project site. And it is recommended that all auto access driveways be striped to have one entrance and two exit lanes to minimize delays leaving PGCC. Aeroterm has agreed to place a traffic signal at all outbound truck driveways (Driveways 1, 4, and 9) as part of a truck egress consolidation.

Table 7-1: 2030 Signal Warrants Analysis

Warrant 11 - Peak Hour Volume Warrant

AM Peak Hour Number of Approach

Lanes

Study Intersection Major St.

Minor St.

Vehicles on Major

Street – Both

Directions

Vehicles per hour on higher-volume

Minor Street approach- One Direction Only

Required Volume Per Figure 9-8-

Urban

Passed Signal Warrant 11

1. Airport Drive & Driveway 1 3 1 2,300 10 100 No 2. Airport Drive & Driveway 2 3 1 2,293 8 100 No 3. Airport Drive & Driveway 3 3 1 2,286 17 100 No 4. Airport Drive & Driveway 4 3 1 2,302 28 100 No 5. Airport Drive & Driveway 5 3 1 2,280 25 100 No 6. Airport Drive & Driveway 6 3 1 2,332 0 100 No 7. Airport Drive & Driveway 7 3 1 2,324 8 100 No 8. Airport Drive & Driveway 8 3 1 2,323 25 100 No 9. Airport Drive & Driveway 9 3 1 2,334 30 100 No

PM Peak Hour Number of Approach

Lanes

Study Intersection Major St.

Minor St.

Vehicles on Major

Street – Both

Directions

Vehicles per hour on higher-volume

Minor Street approach- One Direction Only

Required Volume Per Figure 9-8-

Urban

Passed Signal Warrant 11

1. Airport Drive & Driveway 1 3 1 2,642 12 100 No 2. Airport Drive & Driveway 2 3 1 2,635 28 100 No 3. Airport Drive & Driveway 3 3 1 2,639 46 100 No 4. Airport Drive & Driveway 4 3 1 2,650 32 100 No 5. Airport Drive & Driveway 5 3 1 2,620 71 100 No 6. Airport Drive & Driveway 6 3 1 2,687 0 100 No 7. Airport Drive & Driveway 7 3 1 2,677 24 100 No 8. Airport Drive & Driveway 8 3 1 2,676 72 100 No 9. Airport Drive & Driveway 9 3 1 2,689 35 100 No Source- Caltrans Traffic Manual



49

7.2 Truck Impact Analysis Vehicle classification volumes for the AM and PM peak hours for major streets in the vicinity of the project are shown in Tables 7-2 and 7-3, respectively. At the request of the City of Ontario, this traffic analysis for PGCC assumed that by policy project trucks will access the project site on Airport Drive via Grove Avenue. No trucks will be allowed to travel east on Airport Drive. Figures 7-1 and 7-2 illustrate estimated project truck volumes at the 20 study intersections for the AM and PM peak hours, respectively. Potential truck impacts to Holt Boulevard between Euclid Avenue and Vineyard Avenue and Mission Boulevard between Euclid Avenue and Milliken Avenue will also be analyzed. This section will look at the truck impacts if project trucks were to be allowed on all streets.

Table 7-2: 2030 AM Peak Hour Vehicle Classification Volumes

Northbound/Eastbound Southbound/Westbound Total Street Segment* Autos Trucks Total Autos Trucks Total Autos Trucks TotalHolt e/o Euclid 877 92 969 1,244 82 1,326 2,121 174 2,295Holt e/o Campus 768 80 848 1,751 116 1,867 2,519 196 2,715Holt e/o Grove 1,189 129 1,318 2,068 234 2,302 3,257 363 3,620Holt e/o Vineyard 557 60 617 1,593 181 1,774 2,150 241 2,391Holt e/o Guasti 538 58 596 1,620 184 1,804 2,158 242 2,400Airport e/o Grove 914 96 1,010 1,346 89 1,435 2,260 185 2,445Airport e/o Vineyard 1,105 119 1,224 1,222 138 1,360 2,326 258 2,584Airport e/o Archibald 1,222 51 1,273 1,604 159 1,763 2,826 210 3,036Mission e/o Euclid 1,822 143 1,965 1,740 180 1,920 3,562 323 3,885Mission e/o Campus 1,389 109 1,498 1,837 190 2,027 3,226 299 3,525Mission e/o Grove 1,173 135 1,308 1,769 136 1,905 2,942 271 3,213Mission e/o Vineyard 1,246 138 1,384 2,073 187 2,260 3,318 326 3,644Mission e/o Archibald 536 61 597 1,766 184 1,950 2,302 245 2,547Mission e/o Haven 265 30 295 1,413 316 1,700 1,678 345 1,995Mission e/o Philadelphia 492 55 547 1,941 434 2,336 2,433 489 2,883Grove s/o Fourth 671 53 724 842 87 929 1,513 140 1,653Grove s/o Holt 1,522 176 1,698 1,508 115 1,623 3,030 291 3,321Grove s/o Airport 2,118 236 2,354 2,372 214 2,586 4,490 450 4,940Grove s/o Mission 1,508 172 1,680 1,629 169 1,798 3,136 342 3,478Grove s/o Francis 1,653 185 1,838 1,306 292 1,571 2,959 477 3,409Grove s/o Philadelphia 1,848 135 1,983 1,275 81 1,356 3,123 216 3,339Vineyard s/o Fourth 1,657 191 1,848 2,511 205 2,716 4,168 396 4,564Vineyard s/o I-10 1,150 96 1,246 2,446 236 2,682 3,596 332 3,928Vineyard s/o Holt 754 97 851 1,105 103 1,208 1,859 200 2,059Archibald s/o Fourth 1,355 19 1,374 1,280 18 1,298 2,636 36 2,672Archibald s/o Inland Empire 1,622 26 1,648 1,887 60 1,947 3,509 86 3,595Archibald s/o I-10 1,358 97 1,455 1,868 117 1,985 3,226 214 3,440Archibald s/o Guasti 1,617 123 1,740 1,610 126 1,736 3,227 249 3,476

* “e/o” stands for “east of”, and “s/o” stands for “south of”



50

Table 7-3: 2030 PM Peak Hour Classification Volumes

Northbound/Eastbound Southbound/Westbound Total Street Segment* Autos Trucks Total Autos Trucks Total Autos Trucks TotalHolt e/o Euclid 1,547 162 1,709 1,523 100 1,623 3,069 263 3,332Holt e/o Campus 1,605 168 1,773 1,773 117 1,890 3,378 285 3,663Holt e/o Grove 1,798 194 1,992 1,914 217 2,131 3,712 411 4,123Holt e/o Vineyard 1,244 135 1,379 1,055 120 1,175 2,300 254 2,554Holt e/o Guasti 1,199 130 1,329 1,140 129 1,269 2,339 259 2,598Airport e/o Grove 1,406 147 1,553 1,415 93 1,508 2,820 241 3,061Airport e/o Vineyard 1,706 185 1,891 1,326 150 1,476 3,032 335 3,367Airport e/o Archibald 2,106 88 2,194 1,899 188 2,087 4,005 276 4,281Mission e/o Euclid 2,307 181 2,488 1,957 203 2,160 4,264 384 4,648Mission e/o Campus 2,437 191 2,628 1,916 199 2,115 4,353 390 4,743Mission e/o Grove 2,229 257 2,486 2,044 157 2,201 4,273 414 4,687Mission e/o Vineyard 2,568 285 2,853 1,751 158 1,909 4,318 444 4,762Mission e/o Archibald 2,030 232 2,262 1,040 108 1,148 3,070 340 3,410Mission e/o Haven 1,620 181 1,801 676 151 814 2,296 332 2,615Mission e/o Philadelphia 2,714 304 3,018 1,071 239 1,289 3,786 543 4,307Grove s/o Fourth 905 71 976 641 66 707 1,546 137 1,683Grove s/o Holt 2,028 234 2,262 1,465 112 1,577 3,493 346 3,839Grove s/o Airport 2,993 333 3,326 2,376 214 2,590 5,369 547 5,916Grove s/o Mission 2,059 235 2,294 1,719 179 1,898 3,778 414 4,192Grove s/o Francis 1,516 169 1,685 1,744 390 2,099 3,260 559 3,784Grove s/o Philadelphia 1,368 100 1,468 1,759 111 1,870 3,127 211 3,338Vineyard s/o Fourth 2,700 312 3,012 1,906 155 2,061 4,606 467 5,073Vineyard s/o I-10 2,405 202 2,607 1,918 185 2,103 4,323 387 4,710Vineyard s/o Holt 1,002 129 1,131 1,197 111 1,308 2,199 240 2,439Archibald s/o Fourth 1,588 22 1,610 1,923 26 1,949 3,511 48 3,559Archibald s/o Inland Empire 2,375 38 2,413 2,253 72 2,325 4,628 110 4,738Archibald s/o I-10 2,268 162 2,430 2,073 130 2,203 4,341 292 4,633Archibald s/o Guasti 2,228 169 2,397 1,869 146 2,015 4,097 315 4,412

* “e/o” stands for “east of”, and “s/o” stands for “south of”

12

16

Figure 7-1

AM Peak Hour Project Truck Trips

212

16

1

9

17

14223

8

7 15

1

1

8

15

8

15

8

1 14

7

11

3

7

11

210

2

1

5

5

3

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Truck Project Trips.cdr 7/14/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920

Figure 7-2

PM Peak Hour Project Truck Trips

10

12

510

12

3

18

15

2

15

17

1 15

1

3

1

14

15

14

15

13

15

1

9

11

4

27

3

37

3

4

9

9

14

4

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Truck Project Trips.cdr 7/14/04



N

NOT TO SCALE

Holt Bl

Mission Bl

Jurupa St

Ca

mp

us

Av

Airport Dr

4th St

Gro

veA

v

Philadelphia St

Mill

ike

nA

v

Ha

ven

Av

Arc

hib

ald

Av

Vin

eya

rdA

v

Ontario Mills Pkwy

Riverside Dr

Philadelphia St

Francis St

Inland Empire Bl

Guasti Rd

Belmont St

State St

Airport Dr


10

60

15

LEGEND


1. 4th St/Grove Av

2. Holt Bl/Grove Av








10. 4th St/I-10 EB

11. 4th St/I-10 WB







1

2

3

4

5

6

7

8

9

10 11

12

13

14

15

16

17

18

1920



53

If project trucks were to be allowed on all streets in the city, nearly 90 percent of the trucks from the west using Grove Avenue from Interstate 10 would use Vineyard Avenue to access PGCC. Between Airport Drive and Holt Boulevard, Vineyard Avenue would have nearly 25 project trucks in the AM peak hour and 27 trucks in the PM peak hour. In 2030, this section of Vineyard Avenue is expected to carry over 200 trucks in the AM peak hour and 240 trucks in the PM peak hour. The increase in trucks in this section should not cause significant impacts along this segment. The two segments connecting the intersection of Vineyard Avenue and Holt Boulevard to Interstate 10 should not be significantly impacted by project trucks. Vineyard Avenue north of Holt Boulevard would carry nine project trucks in the AM peak hour and six project trucks in the PM peak hour. In 2030, this section is expected to have over 300 trucks in the AM peak hour and nearly 400 trucks in the PM peak hour. Holt Boulevard east of Vineyard Avenue would carry 15 project trucks in the AM peak hour and 24 trucks in the PM peak hour. In 2030, this same segment is expected to carry approximately 250 trucks in the AM peak hour and the PM peak hour. Figures 7-1 and 7-2 show a similar picture for Holt Boulevard and Mission Boulevard. In the AM peak hour, less than five project trucks are expected to use Holt Boulevard west of PGCC in the AM peak hour. Just over five project trucks are expected to use this same street in the PM peak hour. For Mission Boulevard west of Grove Avenue, nearly ten project trucks are expected in the AM peak hour and less than five trucks are expected in the PM peak hour. East of Grove Avenue, less than five project trucks are projected to use Mission Boulevard in the AM and PM peak hours combined. No capacity impacts are expected on Holt Boulevard and Mission Boulevard due to project truck traffic. 7.3 Grove Avenue/Fourth Street/I-10 Impacts and Need Assessment About six percent of traffic headed to and from PGCC will use Grove Avenue via Fourth Street and Interstate 10 to access the site. Nearly half of all project truck traffic will use this same route, assuming that project truck are restricted from traveling east on Airport Drive. The current interchange at Fourth Street and Interstate 10 is not designed to handle large amounts of traffic volumes. The City of Ontario is considering widening Grove Avenue to six lanes between Airport Drive and Interstate 10, and reconfiguring the existing Fourth Street/Interstate 10 interchange to include ramps at Grove Avenue, and widen the Fourth Street underpass. This section will analyze the need for widening Grove Avenue and Fourth Street and adding an interchange on Interstate 10 at Grove Avenue. A large percentage of project trips are expected to use Grove Avenue north of Airport Drive, and most of this traffic is expected to use the interchange at Fourth Street/Interstate 10. Intersection impacts were discussed in earlier sections. Only the intersection of Fourth Street at Interstate 10 Eastbound Ramps is expected to have significant traffic impacts, and a signal phase modification would address the capacity issue. Table 7-4 shows the projected daily volumes on Grove Avenue for both 2020 and 2030. As can be seen in the table, the sections of Grove Avenue north of Holt Boulevard will operate at LOS F with or without the PGCC in place. Therefore, the project is not expected to significantly impact Grove Avenue.



54

Table 7-4: Project Daily Volumes on Grove Avenue for 2020 and 2030

Without Project With Project Street Segment Segment ADT V/C Ratio LOS ADT V/C Ratio LOS

2020 Volumes Grove Ave 8th Street 4th Street 32,400 1.351 F 32,500 1.354 F 4th Street Holt Blvd 26,900 1.120 F 27,400 1.140 F Holt Blvd Airport Drive 40,400 0.749 D 41,300 0.765 D

2030 Volumes Grove Ave 8th Street 4th Street 36,700 1.529 F 36,800 1.532 F 4th Street Holt Blvd 29,100 1.212 F 29,600 1.233 F Holt Blvd Airport Drive 46,300 0.858 D 47,200 0.873 D

The results in Table 7-4 indicate the need for improving Grove Avenue. The current configuration on Grove Avenue consists of four lanes, two lanes in each direction, with a striped median at intersections. Between intersections, Grove Avenue is undivided. In order for Grove Avenue to accommodate future traffic needs, Grove Avenue should be widened to six lanes, three lanes in each direction, with a raised median from Holt Boulevard to Interstate 10. The improved capacity which would result from widening Grove Avenue is expected to draw some traffic from adjacent major streets. This additional traffic will place extra burden on the existing interchange at Interstate 10 and Fourth Street as well as Grove Avenue and Fourth Street. The change in LOS from a four lane Grove Avenue to a six lane Grove Avenue in the year 2030 is summarized in Table 7-5.

Table 7-5: 2030 Intersection LOS Comparison at Grove Avenue/Fourth Street/I-10

AM Peak Four Lane Six Lane LOS Delay V/C LOS Delay V/C Grove Av/ 4th St C 34.2 0.759 E 74.7 1.115 4th St/ I-10 EB Ramps D 45.8 0.972 F 150.8 1.340 4th St/ I-10 WB Ramps C 28.1 0.843 E 72.4 1.041 PM Peak Four Lane Six Lane LOS Delay V/C LOS Delay V/C Grove Av/ 4th St D 36.4 0.817 F 94.2 1.243 4th St/ I-10 EB Ramps D 55.0 1.011 F 312.2 2.003 4th St/ I-10 WB Ramps C 32.1 0.831 C 32.1 0.831

As can be seen from Table 7-5, all three intersections will operate worse than LOS D for at least one peak hour once Grove Avenue is widened to six lanes. The design of the bridge of Interstate 10 at Fourth Street does not allow for any significant widening. So, a redesigned interchange which includes ramps at Grove Avenue and a reconstructed underpass at Fourth Street will be needed, regardless of whether the PGCC is in place or not. Three concepts were considered for this analysis. All three concepts widen the Fourth Street underpass to four lanes, add an eastbound off ramp to Grove Avenue, and add a westbound on ramp from Grove Avenue. Concept A keeps the Fourth Street ramps while prohibiting left turns from eastbound Fourth Street onto the westbound on ramp. Concept B eliminates the eastbound off ramp and westbound on ramp at Fourth Street. Concept C eliminates the eastbound off ramp to Fourth Street while eliminating the eastbound left turn from Fourth Street to the westbound on ramp. Figure 7-3 illustrates these concepts.

G:\USERS\2004\J04-1615 Aeroterm Pacific Gateway\Graphics\Interchange Alternative.cdr 9/30/04

An Iteris Company

Aeroterm Pacific Gateway Cargo Center Figure 7-3Grove Avenue/4th Street/I-10 Interchange Concept

4th St

BASE

4th St

CONCEPT B

4th St

CONCEPT C

4th St

CONCEPT A



56

Special model runs were performed with the new interchange configurations for 2030 traffic conditions. Table 7-6 illustrates the LOS analysis results for the three concepts for 2030 AM and PM peak hours.

Table 7-6: 2030 Grove Avenue/Fourth Street/I-10 Concepts LOS Results

AM Peak Concept A Concept B Concept C LOS Delay V/C LOS Delay V/C LOS Delay V/C Grove Av/ 4th St D 35.7 0.841 D 42.5 0.946 D 40.1 0.9174th St/ I-10 EB Ramps B 16.3 0.540 A 3.3 0.427 A 4.2 0.4714th St/ I-10 WB Ramps C 23.2 0.595 B 17.8 0.534 C 23.0 0.546Grove Av/ I-10 EB Ramps C 20.1 0.728 C 23.7 0.782 C 24.0 0.803Grove Av/I-10 WB Ramps B 11.0 0.728 B 12.3 0.735 B 10.8 0.721PM Peak Concept A Concept B Concept C LOS Delay V/C LOS Delay V/C LOS Delay V/C Grove Av/ 4th St D 40.3 0.877 D 49.1 0.973 D 50.1 0.9444th St/ I-10 EB Ramps C 21.6 0.913 A 4.1 0.552 A 4.1 0.5584th St/ I-10 WB Ramps C 23.6 0.610 C 23.2 0.530 C 23.6 0.572Grove Av/ I-10 EB Ramps B 17.6 0.698 C 20.4 0.745 C 21.2 0.763Grove Av/I-10 WB Ramps B 13.3 0.812 B 14.0 0.793 B 13.2 0.806

All three concepts will have no intersection operating over capacity, neither will any intersection operate at LOS E or F. The concepts which eliminate the eastbound off ramp at Fourth Street reduce the delay at the ramp intersection because it removes one approach allowing more green time for the other approaches. This comes with an increased delay at Grove Avenue/Fourth Street due to increased southbound left turns, which is a critical movement at all times of day at this intersection. These three configurations are not intended to limit concepts to be studied as a potential project. Future studies should be used to identify these and other ramp concepts, evaluate these concepts, and choose which concept should be carried forward. These future studies should also look at intersection configurations, ramp configurations, and signal phasing to ensure optimal traffic flow in the vicinity of this interchange. In summary, it is recommended that Grove Avenue be widened from four to six lanes with a raised median, regardless of whether PGCC is in place or not. Also, the Fourth Street underpass at Interstate 10 should be reconstructed to allow four lanes with a striped median. These widening projects will necessitate redesigning of the interchange on Interstate 10 at Fourth Street to include ramps at Grove Avenue. 7.4 Potential PGCC Impacts to ONT Terminal Access Since Airport Drive is a major east-west street, it is expected that some PGCC project access will use Airport Drive east of Vineyard Avenue to access the project. This particular access route could impact the terminal access roads for Ontario International Airport. According to Figures 3-1 and 3-2, a large share of project trips will be using Airport Drive east of Vineyard Avenue: up to 103 in the AM peak hour and 152 in the PM peak hour. The three terminal access roads and the Archibald Avenue/Airport Drive intersection were analyzed for potential impacts. Since final intersection configurations are not yet available for the terminal access roads, the following configuration is assumed for all three access points:

• WB- one left turn lane, three through lanes, protected left turn phasing • EB- three through lanes, one right turn lane, right turn is free flow • NB- two left turn lanes, one right turn lane, no overlap phase is assumed.



57

Table 7-7 below shows the results of the analysis.

Table 7-7: Airport Drive Terminal Access Intersections LOS Results

AM Peak Without Project With Project LOS Delay V/C LOS Delay V/C Airport Dr/ Moore St C 20.4 0.519 C 20.4 0.529 Airport Dr/ Terminal Way West B 12.8 0.356 B 13.0 0.356 Airport Dr/ Archibald Ave C 26.8 0.576 C 27.0 0.577 Airport Dr/ Terminal Way East C 21.1 0.577 C 21.2 0.580 PM Peak Without Project With Project LOS Delay V/C LOS Delay V/C Airport Dr/ Moore St D 34.0 0.906 C 35.5 0.927 Airport Dr/ Terminal Way West B 17.6 0.529 B 18.1 0.550 Airport Dr/ Archibald Ave D 46.2 0.979 D 47.5 0.989 Airport Dr/ Terminal Way East C 28.5 0.857 C 28.9 0.867

Table 7-7 shows that the increases in delay should not be significant as a result of the PGCC project. Final configurations for these intersections will be determined as part of the on-going ONT Master Plan process. Since these intersections are all on Airport property, they can be designed as needed to operate as acceptable LOS in the future as deemed necessary by the ONT Master Plan. 7.5 Impacts to Future High Speed Rail/Maglev Operations The California High Speed Rail Authority (High Speed Rail (HSR)), CalNevada (Maglev), and SCAG (Maglev) all have identified a station location adjacent to ONT on Archibald Avenue near Airport Drive. This station will primarily be used as a passenger station. Minimal cargo operations are envisioned on these potential high-speed rail and Maglev systems, and any cargo operation would be restricted to off peak and night time operations. Less than 10 percent of project trips are expected to use Archibald Avenue. This percentage is smaller than the percentage of trips that affect the two western ONT Terminal entrances. If station access to the proposed HSR/Maglev station is designed appropriately, PGCC should not significantly impact the HSR/Maglev station or operation. Cargo operations on the proposed HSR/Maglev systems are expected to be minimal, and will primarily occur during the nighttime. Since most international cargo is regional and comes from long distances, PGCC is not expected to have interaction with the proposed SCAG Maglev system, but the potential exists for interaction with the CalNevada Maglev system and to a lesser extent the HSR. It is unclear if Unit Load Devices (ULD) or other containerized cargo units could fit safely onto Maglev or HSR trains. The limited amount of international cargo that is not containerized could use these systems. Integrated cargo carriers could also use any of these systems. No plans currently exist for any of the cargo carriers at ONT or for PGCC to use the proposed HSR/Maglev system for cargo operations. Should one of these systems be built, there is potential for the cargo carriers to use Maglev for cargo operations. However, due to the limited time that cargo operators could use these systems, PGCC is not expected to have any major impact on cargo operations for a proposed HSR/Maglev system due to its high regional cargo component.



58

7.6 Potential Impacts to Structural Sections of Surrounding Streets The primary impacts to structural sections of streets in the vicinity of PGCC would come from heavy duty truck traffic. This section is to determine whether there are some streets and intersections that may see structural impacts due to project truck traffic. Table 7-8 shows 2030 daily truck trips and Traffic Index (TI) measures with and without the project. Changes in TI are bolded. Per the Caltrans Highway Design Manual, the TI is a design value that is based on the expected volumes of heavy vehicles over the life of a pavement section.

Table 7-8: 2030 Daily Vehicle Classification Volumes

Trucks Traffic Index Street Segment No Project With Project No Project With Project Holt e/o Euclid 1,439 1,529 11.0 11.5 Holt e/o Campus 1,328 1,429 11.0 11.0 Holt e/o Grove 1,955 1,955 12.0 12.0 Holt e/o Vineyard 1,788 1,788 11.5 11.5 Holt e/o Guasti 1,488 1,488 11.5 11.5 Airport e/o Grove 923 2,206 8.5 10.5 Airport e/o Vineyard 1,086 1,086 10.5 10.5 Airport e/o Archibald 1,106 1,106 10.5 10.5 Mission e/o Euclid 1,756 1,851 11.5 12.0 Mission e/o Campus 1,827 1,925 12.0 12.0 Mission e/o Grove 1,642 1,659 12.0 12.0 Mission e/o Vineyard 2,001 2,018 12.0 12.0 Mission e/o Archibald 1,455 1,466 12.0 12.0 Mission e/o Haven 1,234 1,250 11.5 11.5 Mission e/o Philadelphia 1,705 1,716 12.0 12.0 Grove s/o Fourth 1,363 1,865 11.0 11.5 Grove s/o Holt 1,709 2,312 11.5 12.0 Grove s/o Airport 2,232 2,892 12.0 12.5 Grove s/o Mission 1,562 2,111 11.0 11.5 Grove s/o Francis 1,735 2,276 11.5 12.0 Grove s/o Philadelphia 2,730 3,261 12.5 13.0 Vineyard s/o Fourth 1,355 1,355 11.0 11.0 Vineyard s/o I-10 1,358 1,358 11.0 11.0 Vineyard s/o Holt 781 781 10.5 10.5 Archibald s/o Fourth 999 1,012 11.0 11.0 Archibald s/o Inland Empire 1,431 1,451 11.5 11.5 Archibald s/o I-10 2,210 2,210 12.0 12.0 Archibald s/o Guasti 2,315 2,315 12.0 12.0

More specifically, traffic index is a measure of the number of 80kN equivalent single axle loads (ESAL’s) over a 20-year period that are expected to be generated by trucks. This is a function of the number of axles on each truck. The TI is used to specify the thickness and structural section of the pavement. The higher the TI, the thicker the concrete of asphalt layers used in paving the road. A TI value less than 10 indicates light truck traffic, a TI value between 10 and 12 is normal truck traffic, and a TI value of 12 or greater indicates heavy truck traffic.



59

The following segments could expect to have an increase in the TI due to the project:

• Holt Boulevard- between Euclid Avenue and Campus Avenue • Grove Avenue- between Fourth Street and SR-60 • Mission Boulevard- between Euclid Avenue and Campus Avenue • Airport Drive- between Grove Avenue and Vineyard Avenue

As expected, the section of Airport Drive between Grove Avenue and Vineyard Avenue will have the biggest change in TI. This area is where all project trips access PGCC. The segments on Airport Drive have been reconstructed in recent years, as well as Grove Avenue between Mission Boulevard and Holt Boulevard. Grove Avenue between Holt Boulevard and Fourth Street may be widened as mentioned in Section 7.4, and this may include a reconstruction of structural sections. Typically, changes in traffic index of less than one point do not result in any changes to the structural section due to project impacts. However, when the change in TI is greater than one point, the structural section should be checked to ensure that it meets the criteria for the amount of trucks it will carry. Only the section of Airport Drive between Grove Avenue and Vineyard Avenue meets this criteria, and this section of road is under LAWA’s jurisdiction. According to Airport Drive plans provided by LAWA, this section of Airport Drive was designed for a TI of 10.5. Therefore, it is expected that truck traffic from PGCC will not cause structural section impacts on Airport Drive between Grove Avenue and Vineyard Avenue. 7.7 Grade Separation Analysis on Vineyard Avenue at UPRR Alhambra Line As rail traffic and vehicular traffic increases, increased delay can be expected on major streets with at-grade rail crossings. Many of these crossings may require improvements ranging from roadway widening to expanded rail capacity to grade separations. Rail delay analysis is required to determine the need for any kind of improvements for at-grade rail crossings. Rail Delay Introduction The calculations of vehicle delays at grade crossings are based on a standard formula which calculates hourly vehicle delay due to gate-down time and dissipation of queue time. Gate-down time is the period of time which gates are activated. The gate-down time can be categorized into three intervals. Approach time is the time interval from initial gate down to the moment the train is at the crossing. Crossing time is the time interval between the first car and the last car of the train to completely clear the crossing. Recovery time is the time interval between the last train car and the gates to come up. Dissipation of Queue Time is the time it takes for vehicular flow to return to “normal” conditions. The length of queue due to stoppage at the crossing depends on vehicular arrival rate and the number of travel lanes on the respective roadway. The calculation of vehicle delay is as follows: Delay = [(T2)(Q/2)(n)]/(1-Q/D) Where: T = Gate Down Time (min) Q = Average Arrival Rate (veh/min/lane) D = Average Departure Rate (veh/min/lane) n = Number of Lanes



60

The formula shown is widely accepted and has been used in other rail delay studies including: Port of Long Beach EIRs, Port of Los Angeles EIRs, Alameda Corridor, and San Gabriel Valley grade crossing studies. The application of the formula shown is for the purpose of estimating the total vehicle delay per occurrence. The formula has been slightly modified to include hourly frequency to estimate peak hour delays. The resulting delay is in terms of total vehicle-hours. This is a weighted delay, which takes into account hourly vehicular volumes. To correlate this result with the HCM’s definition for level of service (LOS) based on average delay per vehicle during the peak hour of traffic, results are also shown in this format. Level of service definition per HCM 2000 is presented below: Level of Service Avg. Delay (sec/veh) A 0-10 B >10-15 C >15-25 D >25-35 E >35-50 F >50 There are several available options to reduce the vehicular delays estimated due to future rail activities. In terms of traffic delay improvements and safety, grade separations are the most effective as rail and vehicular conflicts would be eliminated. However, the costs associated with this would be high. Roadway widenings would be effective in the dissipation of vehicle queues due to rail delays. However, delays experienced due to gate-down time would remain relatively unchanged. In terms of cost-benefit, this improvement would not be recommended since roadway widening is relatively costly. As opposed to physical roadway improvements, train operations could be modified to prohibit train movements during peak periods of traffic. This would also eliminate all conflicts between rail trains and vehicular traffic. Increasing rail capacity through construction of additional tracks may decrease train frequencies during peak hours and therefore decrease conflicts between vehicles and trains. The UPRR Alhambra line crosses Vineyard Avenue immediately north of Airport Drive. The projected increase of auto traffic in this area, plus the projected increase of rail traffic, could create significant delays at this crossing. Table 7-9 shows rail delay calculations for this rail crossing with and without the project.

Table 7-9: 2030 Rail Delay Calculations for Vineyard Avenue at UPRR Alhambra Line

Hourly Volume

Arrival Rate (veh/min/lane)

Total Delay (veh-hr)

Avg Hrly Veh Delay (Sec/veh)

Avg Size of Queue (veh)

NB/EB SB/WB NB/EB SB/WB NB/EB SB/WB NB/EB LOS SB/WB LOS NB/EB SB/WBWithout Project

AM Peak Hour 747 1,643 4.15 9.13 6.10 17.61 29.38 D 38.59 E 26 76

PM Peak Hour 1,356 1,604 7.53 8.91 13.21 16.96 35.07 E 38.07 E 57 73

With Project

AM Peak Hour 785 1,722 4.36 9.57 6.47 18.98 29.68 D 39.69 E 28 81

PM Peak Hour 1,480 1,668 8.22 9.27 15.01 18.04 36.51 E 38.93 E 64 77

The calculations used data available from the Alameda Corridor East Study, which included data for track usage for all rail crossings west of Milliken Avenue. Rail traffic data was factored up to 2030, and averaged four rail crossings per hour. The average gate down time was 3.5 minutes. It should be noted that the results show average vehicle delay in seconds for the purpose of estimating level of service on an hourly basis. In



61

reality, vehicles that are stopped during train crossings experience much longer delays (approximately 3.5 minutes per train). However, vehicles experience virtually no delays at other times of the peak hour due to the rail crossing. The proximity of this grade crossing to the intersections of Vineyard Avenue/Holt Boulevard and Vineyard Avenue/Airport Drive is not considered in this type of calculation. Intersections immediately adjacent to rail crossings usually have railroad preemption included with their signal timing. While both intersections operate at acceptable levels of service with the recommended mitigation measures, both intersections have a very high v/c ratio, which means that queue lengths will be long for all approaches. The Vineyard Avenue/Airport Drive intersection is immediately adjacent to the rail crossing, so the traffic signal operations are directly affected by the rail crossing. When the gates are down, all movement northbound and southbound is stopped. If all turn phases are protected including right turns, some jurisdictions will allow the through movement of the street parallel to the tracks while the gates are down. However, most local jurisdictions set their traffic lights to operate in flashing red mode. All vehicles are required to stop, and those movements unimpeded by the rail crossing may proceed as if the intersection operated as an all-way stop intersection. As seen in Table 5-6, the intersection of Vineyard Avenue/Airport Drive will be operating at about 87% capacity (when modeled under the assumption that this is an isolated intersection). Any significant gate-down time could cause this intersection to operate with over capacity during the PM peak hour. Queue size is an important measure for both intersections surrounding the crossing. There is virtually no space for vehicle queuing at this crossing in the northbound direction. As previously mentioned, the intersection of Vineyard Avenue/Airport Drive could operate above capacity during the PM peak hour with gate-down time. Since all vehicles that will go northbound on Vineyard Avenue must turn from Airport Drive, the queues that will build will affect traffic on Airport Drive. The queue in the southbound direction may cause partial blocking at the intersection of Vineyard Avenue/Holt Boulevard. The average queue length for the southbound approach is approximately 610 feet without the project, and 640 feet with the project. This is on top of the average 425 feet of delay on the southbound approach to the Vineyard Avenue/ Airport Drive intersection. This assumes an average of 25 feet length per vehicle with three southbound lanes. For longer trains, this queue length could exceed 1000 feet, affecting operations at the Holt Boulevard intersection. For these reasons, it is reasonable to assume that a rail grade separation may be appropriate at this rail crossing. This rail grade crossing is necessary with or without PGCC. It should be noted that this rail crossing is identified for improvement as part of Measure I, and it is considered one of the first priority railroad grade separations by SANBAG. 7.8 Summary of Focused Site Specific Analysis in Relation to PGCC The focused site specific analysis (report sections 7.1 through 7.7) addressed several traffic and transportation issues identified by the City of Ontario in relation to PGCC. This analysis considered conditions with and without the PGCC to assess the needs for improvements in regards to the City’s concerns. The results of this analysis are summarized below. None of the PGCC access points (driveways) on Airport Drive warrants a traffic signal. However, due to safety concerns related to sight distance and queuing, two traffic lights may be needed at the far west and far east driveways (Driveways #1 and #9 on Figure 1-2). Aeroterm has also agreed to a traffic light at Driveway 4 as a part of consolidating truck egress.



62

No significant truck impacts are expected on any of the streets analyzed by request of the City of Ontario. However, it is anticipated that the City will restrict truck access on Vineyard Avenue north of Airport Drive due to their concerns about potential indirect effects of truck traffic on adjacent land uses north of Airport Drive. Improvements to Grove Avenue including the interchange improvements at I-10 will be needed with or without PGCC. Similarly, a railroad grade separation on Vineyard Avenue north of Airport Drive would be warranted by traffic queues and delay times, regardless of whether PGCC is in place or not. No significant impacts from PGCC are expected at the proposed high-speed rail/Maglev station adjacent to ONT. Structural segment impacts could be expected on the primary truck access roads to PGCC. These include Grove Avenue between Fourth Street and SR-60, Airport Drive between Grove Avenue and Vineyard Avenue, Holt Boulevard between Euclid Avenue and Campus Avenue, and Mission Boulevard between Euclid Avenue and Campus Avenue. Most of these streets have been paved and/or reconstructed in recent years, and since the TI increase is minimal for most of these segments, they may meet the structural criteria needed for the forecasted TI. Only the section of Airport Drive between Grove Avenue and Vineyard Avenue will experience a significant increase in Traffic Index, and since the section of Airport Drive is designed to handle the expected level of TI, no significant structural impacts are expected.



63

8. Summary and Conclusions This traffic impact analysis for the proposed Pacific Gateway Cargo Center at the Ontario Airport was conducted for the opening day conditions in 2020 and year 2030 CMP horizon year, for both AM and PM peak hour conditions. The proposed project analyzed in this study was comprised of over 1,000,000 square feet of air cargo facilities, including approximately 770,000 square feet of warehousing and 290,000 square feet of office space. The traffic study area is comprised of a total of 20 study intersections, including 11 CMP and 9 non-CMP intersections and three freeway segments. This report analyzed traffic operations within the study area for the following scenarios:

• Existing 2004 Conditions • Opening Day 2020 Conditions with Project • Year 2030 Conditions with Project

The existing AM and PM peak hour intersection turn volumes for the study intersections were obtained from recent studies and new traffic counts. Most of the study intersections are currently operating at acceptable LOS. Only one intersection in each of the peak hours has unacceptable operating conditions. The project is estimated to generate a total of 425 AM peak hour trips and 592 PM peak hour trips. A travel demand model interpolated growth rate added to existing conditions was used as the basis for the opening day 2020 base conditions and project traffic was added to this base. Analysis of intersections for the opening day in 2020 reveal that all three freeway segments in both peak hours and three intersections in the PM peak hour are expected to operate unacceptably. The Refined ONT CTP Model results for 2000 and 2030 were used to obtain data for the 2030 “With Project” Conditions. The Future 2030 with project intersection traffic volumes were derived using the “difference method” whereby the difference of the 2030 “with project” and 2000 base model traffic volumes is adjusted for 2000 to 2004 growth and is then added to existing 2004 intersection volumes. The intersection volumes were refined and post-processed using the “B” turns software provided by SCAG to develop the best estimate of intersection turn volumes. For the 2030 AM peak hour with project condition, four study intersections and for the 2030 PM peak hour with project condition, seven study intersections were found to operate at a level of service below the minimum acceptable level of service criteria D for the City of Ontario or have a V/C ratio above 1.0. All three freeway segments operated at unacceptable levels of service. The total order of magnitude cost to improve all the impacted intersection and freeway segments near the study area is about $19,772,800 of which the project is responsible for approximately $170,063 or approximately 0.86 percent of the total, not including right-of-way costs.



Appendix A

1

Development of Air Cargo Surface Transportation Trip Generation Forecasts for Ontario International Airport This paper documents the development of air cargo surface transportation trip generation rates to be used for the EIR traffic impact analysis for the Pacific Gateway Cargo Center (PGCC) project, to be developed by Aeroterm. The PGCC project traffic forecasts will be developed within the context of and in conjunction with future cargo activity at Ontario International Airport (ONT) and within the overall framework of the refined Ontario International Airport travel demand model developed by Meyer, Mohaddes Associates for the ONT Master Plan. Existing and Projected Cargo Activity at ONT The total amount of cargo tonnage handled at ONT in 2000 was 511,800, the majority of which was associated with the UPS facility southeast of ONT. Approximately 18,000 tons were air freight and mail (belly) cargo, and 493,800 tons were all-cargo express. For 2030, using the “Top-down Regionally Constrained” conditions from the Southern California Association of Governments (SCAG) Regional Transportation Plan (RTP), ONT is projected to handle a total of 1,520,000 tons of cargo. Based on cargo usage forecasts, 30,000 tons is expected to be air freight and mail (belly) cargo, 1,062,000 tons is expected to be all-cargo express, and 428,000 tons is expected to be international cargo. The international cargo is almost exclusively allocated to the proposed PGCC (Keiser Phillips Associates, 2004) Development of Air Cargo Trip Generation Rates Background Total surface transportation trips from an air cargo facility can be broken into two categories-- passenger car trips and truck trips. Passenger cars consist of employee trips, but also include package vans for deliveries, customer vehicles, airport police and other service vehicles, and visitors. Trucks consist of single body and multi-body large vehicles used for the transport of cargo to and from the cargo terminals. Trip rates for belly and express cargo were developed using existing cargo data obtained from LAX and other west coast airports with major cargo facilities. Trip generation rates for international cargo were developed based on the forecast activity levels and the unique characteristics of the proposed PGCC, as described in later sections. Trip generation rates for cargo facilities are developed for the average day in the peak month (ADPM). The peak month is December, and approximately 11 percent of all cargo activity occurs during the peak month (as opposed to the straight average of 1/12 = 8.33 percent). It is assumed the belly cargo activity occurs every day, while the vast majority of express and international cargo activity occurs on weekdays (about 20 days in the peak month). Studies conducted at LAX and other airports on the West Coast illustrate that developing trip rates using vehicles per ton of cargo moved is more reliable indicator than developing trips per employee or square footage of facility (HNTB, 2003). Belly and Express Cargo Trip Generation Rates Trip generation studies indicate that the two-way daily trip rate for belly cargo is approximately 4.7 vehicles per ton (vpt), and for express cargo is 2.3 vpt. For the focused model, these trips need to be broken into one-way trips (inbound and outbound) by time of day, and passenger car and truck trips need to be separated. Belly cargo has a one-way trip rate of approximately 9.4 (2x4.7) vpt and express cargo has a daily trip rate of about 4.6 (2x2.3) vpt. Based on trip rates developed at other regional airports, the one-way daily passenger car trip rate is 3.4 vpt, for both express cargo and belly cargo. As a result, the

2

belly cargo truck trip rate is 6 (9.4-3.4) vpt, and the express cargo truck trip rate is 1.2 (4.6-3.4) vpt. Using these trip rates, for the ADPM in 2000, a total of 13,090 one way cargo trips including 3,640 truck trips are generated from ONT. When factored up to two-way trips, these figures become 6,550 total trips and 1,820 truck trips respectively. For 2000, from actual ground counts, ONT had approximately 6,550 two-way cargo trips on an average weekday during the peak month. Of those total trips, 1,840 two way trips were truck trips. Therefore these total vehicle and truck rates are validated very closely when compared to the actual ONT ground counts. Therefore, it is appropriate to use these trip rates in the development of overall air cargo trips at ONT. International Cargo Trip Generation Rates Nearly all of the international cargo projected to flow in and out of ONT will use PGCC. The operation and handling of cargo at an international cargo facility is unique and substantially different than belly cargo and express cargo operations, as discussed above. Therefore the international cargo trip generation rates for passenger vehicles and trucks are developed separately as described in the following paragraphs. Recent trends in international cargo show an increased usage in large capacity modules called Unit Load Devices (ULD) which can carry up to 6 tons of cargo a piece. Up to three of these modules can be loaded onto a flatbed truck and hauled to their destination. The average cargo load of this type of cargo is approximately 14.9 tons per truck-- significantly higher than the typical 2.15 tons per truck average for the other two cargo types. More than half of these trips are expected come from areas over 500 miles from ONT. Trucks may start or end their shipping at the facility and enter or leave the facility empty. Also, trade imbalances between the US and Asia would indicate that some of the ULDs will be empty or partially full. Based on this, the one way ADPM trucks for international cargo is estimated as follows:

• (428,000 annual tons)x(11% peak month) = 47,080 tons per peak month (December) • 47,080/(20 average days in peak month) = 2,350 tons per ADPM • 2,350/14.9 average tons per truck for UDL = 158, rounded to 160 two-way daily truck trips • 160 x 2 = 320 one-way truck trips per day

Based on the projected 2,350 international cargo tons ADPM, this translates to a trip rate of 0.14 vpt. It should be noted that for these purposes, international cargo is defined as cargo that is in ULDs or containerized when loaded into or unloaded from trucks. Many of the other cargo carriers will have cargo destined to international markets. However, these packages are sorted or loaded at the cargo facilities. Therefore, these packages would fall into both the belly and air express cargo categories. International cargo operators will have limited customer package pickup, and few pickups or drop-offs by package van or smaller delivery vehicles. Therefore the bulk of passenger car trips generated by international cargo operators will be related to employee commute and ancillary (lunch, errand, visitor, etc.) trips. As a result, international cargo operations reflect the operations described for the warehouse categories in the “Truck Trip Generation Study” used by San Bernardino Associated Governments (SANBAG). Aeroterm is projecting a total of approximately 750 employees at international cargo facilities by 2030. Using a linear trip rate of 3.713 trips per employee and 80.3% passenger cars, the auto trip estimation is calculated as follows:

• (750 employees)x(3.713 trip rate)x(80.3% autos) = 2,240 daily auto trips Based on the projected 2,350 international cargo tons ADPM, this translates to a trip rate of 0.95 vpt.

3

Estimated Total Trip Generation Table 1 summarizes the trip rates and the forecasted trips for autos, trucks and total passenger car equivalents (PCE) for 2000 and 2030. Annual cargo tonnage and ADPM cargo tonnage is shown by each of the three types of cargo—Belly Cargo, Express Cargo and International Cargo. Using these developed trip rates, for the ADPM in 2030, ONT is forecasted to have a total of about 30,430 one way air cargo trips, of which 7,970 trips are truck trips. As a point of comparison, the independently developed Regional Airport Demand Allocation Model (RADAM) forecasts for ONT are 7,760 daily truck trips, which is less than the trip rate estimates. It should also be noted that the projected total PCE cargo for SCAG was 50,306 trips, much higher than the 38,400 shown below in Table 1. However, the trips projected by SCAG assumed nearly all cargo trips to be express cargo. Since international cargo operators are not expected to use large numbers of package vans and other smaller trucks, this reduction is expected. Another note should be made about express cargo. Up to 25 percent of the PGCC lot could be used by an integrated cargo carrier. If an integrated carrier established operations at the PGCC facility, it could become a local distribution center, or it could send some or all of its cargo by truck to an offsite facility. It is also assumed that some of the cargo operators currently located along the south side of ONT may have to move their distribution facilities off site in order to accommodate expansion of aviation facilities in that area.

Table 1 Air Cargo Trip Generation Summary- Entire Airport

2000 2030 Annual Air Cargo Tonnage Belly Cargo 18,000 30,000 Express Cargo 493,800 1,062,000 International Cargo 0 428,000 Total 588,800 1,520,000 ADPM Air Cargo Tonnage Belly Cargo 60 110 Express Cargo 2,700 5,840 International Cargo 0 2,350 Air Cargo Trip Rate- One Way ADT Per Ton Autos Trucks Autos Trucks Belly Cargo 3.4 6.0 3.4 6.0 Express Cargo 3.4 1.2 3.4 1.2 International Cargo 0.95 0.14 0.95 0.14 Air Cargo Daily Trip Generation Autos Trucks Autos Trucks Belly Cargo 220 380 360 640 Express Cargo 9,230 3,260 19,860 7,010 International Cargo 0 0 2,240 320 Total ADT 13,090 30,430 Total PCE 16,730 38,400

4

Trip Distribution and Assignment The air express and belly cargo components of the focused airport model uses RADAM’s predicted distribution to allocate trips throughout the region. RADAM zones are relatively large and represent clusters of cities and/or large rural areas within the five-county regional model area. The international cargo component is split 50 percent between the RADAM distribution for local and regional trips, and 50 percent long range external trips primarily accessing the region by Interstate Highways. The air cargo trips that were generated in the previous section were for the entire airport. These cargo trips were assigned to the proposed PGCC facility, UPS, south side facilities, and off-site facilities. Table 2 summarizes the trips expected to be handled by all cargo facilities. This distribution assumes that an integrated cargo carrier will operate at PGCC, and the carrier will use PGCC as a local distribution facility.

Table 2 2030 Air Cargo Trip Allocation Summary (ADPM)

Trucks

Air Cargo Facility Autos Belly

Cargo Express Cargo

International Cargo

Total Trucks

Total ADT

Pacific Gateway Cargo 4,910 80 880 320 1,280 6,190 United Parcel Service 12,400 410 4,260 0 4,670 17,070 Other Cargo Facilities 5,150 150 1,870 0 2,020 7,170

As shown in table 2, UPS will continue to be the dominant carrier of air cargo trips. This is due to its dual function as a local distribution center and as the air cargo hub for the entire SCAG region. The Pacific Gateway Cargo Center will generate the least amount of trips since much of the cargo will be contained in ULDs, palletized or containerized. Focused ONT Model Overview and Overall Trip Generation Future forecast traffic volumes on intersections and roadways in the study area were developed using a refined version of the San Bernardino County Comprehensive Transportation Plan (CTP) Traffic Model. The CTP Model was refined to show greater detail around ONT with a more robust zonal structure. ONT has several access points all around the airport which serve different land uses and different trip purposes. Zones were created to represent each of these access points and to accurately represent the various airport-related land uses. Air Cargo is separate from terminal trips, rental car trips, and general aviation. This level of detail allows for all access points to airport-related land uses to be accurately modeled. It also allows for each trip type and purpose to access the CTP model network where it would actually enter the City of Ontario’s traffic network, similar to the real on the ground conditions. Total trip generation (passenger and cargo) for ONT was calculated using the existing trip generation rates and forecasted for the “Top-down Regionally Constrained” conditions for 2030 developed by SCAG for the RTP. Table 3 summarizes the trip generation numbers for all airport trip purposes for 2030 generated for the ONT Master Plan. All trips are presented in PCEs, which account for the presence and effects of heavy-duty vehicles. From these, the airport employee trips are the only components that are directly included in the model trip generation and distribution chain using the gravity model and were updated to reflect the projected usage of ONT. The remaining trips are assigned using the distribution developed by RADAM, used by SCAG to develop aviation demand and airport choice forecasts.

5

Table 3

Ontario Airport Master Plan Trip Generation

Trip Purpose Daily AM Peak Midday PM Peak Night Passengers 128,683 15,210 51,474 29,314 32,685 Cargo (two way trips) 25,153 3,169 9,433 4,583 7,968 Airport/Airline Support 18,955 3,336 6,275 6,350 3,014 General Aviation 506 89 167 170 80 Other 3,038 535 1,003 1,014 436

References Cited Keiser Phillips Associates, Air Cargo Forecast, Aeroterm Pacific Gateway Cargo Center at Ontario International Airport, 2004 HNTB, MCAS El Toro Master Development Program, Ground Access Traffic and Trip Generation, 2003



Appendix B



Appendix C

Level of Service Analysis

Existing Conditions

AM Peak Hour

Existing AM Thu May 5, 2005 13:11:36 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: Existing AM Command: Existing AM Volume: Existing AM Geometry: Existing Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: AM Existing Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. D 37.1 0.782 D 37.1 0.782 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. D 42.8 0.924 D 42.8 0.924 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. B 18.0 0.667 B 18.0 0.667 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. C 31.2 0.611 C 31.2 0.611 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. F 66.7 0.000 F 66.7 0.000 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 23.2 0.484 C 23.2 0.484 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. C 27.2 0.711 C 27.2 0.711 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS D 54.8 1.053 D 54.8 1.053 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS F 167.6 1.383 F 167.6 1.383 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. B 18.7 0.613 B 18.7 0.613 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 25.7 0.815 C 25.7 0.815 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS B 16.9 0.585 B 16.9 0.585 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 23.8 0.677 C 23.8 0.677 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. C 34.2 0.837 C 34.2 0.837 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. C 27.6 0.512 C 27.6 0.512 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE B 19.0 0.481 B 19.0 0.481 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 26.5 0.549 C 26.5 0.549 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. B 19.7 0.182 B 19.7 0.182 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 26.5 0.270 C 26.5 0.270 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 25.2 0.667 C 25.2 0.667 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 5 GROVE AVE. / BELMONT ST. No / No No / No Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 4-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 46 806 26 30 848 42 28 10 46 28 13 13 ApproachDel: xxxxxx xxxxxx 40.9 66.7 ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop] Signal Warrant Rule #1: [vehicle-hours=1.0] FAIL - Vehicle-hours less than 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=84] FAIL - Approach volume less than 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=4][total volume=1935] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. -------------------------------------------------------------------------------- Approach[westbound][lanes=1][control=Stop] Signal Warrant Rule #1: [vehicle-hours=1.0] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=55] FAIL - Approach volume less than 100 for one lane approach. Signal Warrant Rule #3: [approach count=4][total volume=1935] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 4-2 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 46 806 26 30 848 42 28 10 46 28 13 13 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1796 Minor Approach Volume: 84 Minor Approach Volume Threshold: 122 [less than minimum of 150] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 4-3 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 46 806 26 30 848 42 28 10 46 28 13 13 ApproachDel: xxxxxx xxxxxx 40.9 66.7 ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop] Signal Warrant Rule #1: [vehicle-hours=1.0] FAIL - Vehicle-hours less than 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=84] FAIL - Approach volume less than 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=4][total volume=1935] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. -------------------------------------------------------------------------------- Approach[westbound][lanes=1][control=Stop] Signal Warrant Rule #1: [vehicle-hours=1.0] FAIL - Vehicle-hours less than 4 for one lane approach. Signal Warrant Rule #2: [approach volume=55] FAIL - Approach volume less than 100 for one lane approach. Signal Warrant Rule #3: [approach count=4][total volume=1935] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 4-4 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 46 806 26 30 848 42 28 10 46 28 13 13 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 1796 Minor Approach Volume: 84 Minor Approach Volume Threshold: 122 [less than minimum of 150] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.782 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 37.1 Optimal Cycle: 61 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 47 441 137 257 560 85 131 314 54 240 328 196 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 441 137 257 560 85 131 314 54 240 328 196 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.72 0.72 0.72 0.82 0.82 0.82 0.82 0.82 0.82 0.89 0.89 0.89 PHF Volume: 65 614 191 314 684 104 160 383 66 269 368 220 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 65 614 191 314 684 104 160 383 66 269 368 220 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 65 614 191 314 684 104 160 383 66 269 368 220 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.92 0.92 0.95 0.93 0.93 0.95 0.93 0.93 0.95 0.90 0.90 Lanes: 1.00 1.53 0.47 1.00 1.74 0.26 1.00 1.71 0.29 1.00 1.25 0.75 Final Sat.: 1710 2515 781 1710 2910 442 1710 2854 491 1710 2021 1208 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.24 0.18 0.23 0.23 0.09 0.13 0.13 0.16 0.18 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.31 0.31 0.23 0.44 0.44 0.13 0.17 0.17 0.20 0.25 0.25 Volume/Cap: 0.34 0.78 0.78 0.78 0.54 0.54 0.74 0.78 0.78 0.78 0.74 0.74 Delay/Veh: 42.2 35.2 35.2 45.5 21.2 21.2 54.7 46.5 46.5 48.9 38.4 38.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.2 35.2 35.2 45.5 21.2 21.2 54.7 46.5 46.5 48.9 38.4 38.4 HCM2kAvg: 2 13 13 11 9 9 7 9 9 10 10 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.924 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 42.8 Optimal Cycle: 114 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 86 459 316 73 774 119 71 385 81 305 516 68 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 86 459 316 73 774 119 71 385 81 305 516 68 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.79 0.79 0.79 0.75 0.75 0.75 0.77 0.77 0.77 0.72 0.72 0.72 PHF Volume: 108 578 398 98 1038 160 92 499 105 424 718 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 578 398 98 1038 160 92 499 105 424 718 95 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 108 578 398 98 1038 160 92 499 105 424 718 95 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.89 0.89 0.95 0.93 0.93 0.95 0.93 0.93 0.95 0.93 0.93 Lanes: 1.00 1.18 0.82 1.00 1.73 0.27 1.00 1.65 0.35 1.00 1.77 0.23 Final Sat.: 1710 1902 1309 1710 2905 447 1710 2752 579 1710 2970 391 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.30 0.30 0.06 0.36 0.36 0.05 0.18 0.18 0.25 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.38 0.38 0.08 0.39 0.39 0.09 0.20 0.20 0.27 0.37 0.37 Volume/Cap: 0.92 0.80 0.80 0.76 0.92 0.92 0.58 0.92 0.92 0.92 0.65 0.65 Delay/Veh: 105.9 31.4 31.4 68.6 40.4 40.4 48.9 58.3 58.3 59.9 27.2 27.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 105.9 31.4 31.4 68.6 40.4 40.4 48.9 58.3 58.3 59.9 27.2 27.2 HCM2kAvg: 6 15 15 5 22 22 4 13 13 18 11 11 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.667 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 18.0 Optimal Cycle: 45 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 5 864 239 18 1275 27 29 43 10 306 50 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 5 864 239 18 1275 27 29 43 10 306 50 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.81 0.81 0.81 0.83 0.83 0.83 0.82 0.82 0.82 PHF Volume: 6 1009 279 22 1568 33 35 52 12 372 61 10 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 1009 279 22 1568 33 35 52 12 372 61 10 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 6 1009 279 22 1568 33 35 52 12 372 61 10 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.97 0.97 0.90 1.00 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.81 0.19 2.00 1.00 1.00 Final Sat.: 1710 3420 1530 1710 3420 1530 1710 1419 330 3230 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.18 0.01 0.46 0.02 0.02 0.04 0.04 0.12 0.03 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.58 0.58 0.12 0.64 0.64 0.11 0.06 0.06 0.16 0.11 0.11 Volume/Cap: 0.06 0.51 0.31 0.11 0.72 0.03 0.19 0.61 0.61 0.72 0.31 0.06 Delay/Veh: 44.6 12.7 10.9 39.6 13.2 6.7 40.9 56.0 56.0 44.6 41.8 40.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.6 12.7 10.9 39.6 13.2 6.7 40.9 56.0 56.0 44.6 41.8 40.0 HCM2kAvg: 0 9 4 1 17 0 1 3 3 7 2 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.611 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.2 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 124 686 40 216 878 240 279 486 115 82 415 182 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 686 40 216 878 240 279 486 115 82 415 182 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.92 0.92 0.92 0.89 0.89 0.89 0.77 0.77 0.77 PHF Volume: 142 784 46 234 951 260 312 544 129 107 542 238 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 784 46 234 951 260 312 544 129 107 542 238 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 784 46 234 951 260 312 544 129 107 542 238 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 2.83 0.17 1.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1710 4606 269 1710 4914 1530 3230 3420 1530 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.17 0.17 0.14 0.19 0.17 0.10 0.16 0.08 0.03 0.16 0.16 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.28 0.28 0.22 0.35 0.51 0.16 0.30 0.30 0.11 0.26 0.26 Volume/Cap: 0.55 0.61 0.61 0.61 0.55 0.33 0.61 0.52 0.28 0.29 0.61 0.60 Delay/Veh: 41.9 32.2 32.2 37.8 26.4 14.7 41.4 29.4 26.8 41.0 33.8 35.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.9 32.2 32.2 37.8 26.4 14.7 41.4 29.4 26.8 41.0 33.8 35.0 HCM2kAvg: 5 8 8 8 8 5 6 7 3 2 8 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Average Delay (sec/veh): 4.0 Worst Case Level Of Service: F[ 66.7] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 43 758 24 27 770 38 21 8 35 17 8 8 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 43 758 24 27 770 38 21 8 35 17 8 8 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.91 0.91 0.91 0.76 0.76 0.76 0.60 0.60 0.60 PHF Volume: 46 806 26 30 848 42 28 10 46 28 13 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 46 806 26 30 848 42 28 10 46 28 13 13 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 890 xxxx xxxxx 831 xxxx xxxxx 1295 1851 304 1257 1859 281 Potent Cap.: 770 xxxx xxxxx 810 xxxx xxxxx 122 75 698 130 74 722 Move Cap.: 770 xxxx xxxxx 810 xxxx xxxxx 94 68 698 100 67 722 Volume/Cap: 0.06 xxxx xxxx 0.04 xxxx xxxx 0.29 0.15 0.07 0.28 0.20 0.02 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: Queue: 0.2 xxxx xxxxx 0.1 xxxx xxxxx xxxxx xxxx 0.2 xxxxx xxxx xxxxx Stopped Del: 10.0 xxxx xxxxx 9.6 xxxx xxxxx xxxxx xxxx 10.5 xxxxx xxxx xxxxx LOS by Move: A * * A * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 85 xxxx xxxxx xxxx 110 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 1.8 xxxx xxxxx xxxxx 2.2 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 77.5 xxxx xxxxx xxxxx 66.7 xxxxx Shared LOS: * * * * * * F * * * F * ApproachDel: xxxxxx xxxxxx 40.9 66.7 ApproachLOS: * * E F Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.484 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 23.2 Optimal Cycle: 26 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 173 764 200 148 652 110 89 140 103 80 86 62 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 173 764 200 148 652 110 89 140 103 80 86 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.84 0.84 0.84 0.86 0.86 0.86 0.85 0.85 0.85 PHF Volume: 205 905 237 176 775 131 103 162 119 95 102 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 205 905 237 176 775 131 103 162 119 95 102 73 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 205 905 237 176 775 131 103 162 119 95 102 73 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.88 0.88 0.95 0.89 0.89 0.60 0.89 0.89 0.47 1.00 0.85 Lanes: 1.00 2.38 0.62 1.00 2.57 0.43 1.00 1.15 0.85 1.00 1.00 1.00 Final Sat.: 1710 3774 988 1710 4112 694 1080 1844 1357 841 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.24 0.24 0.10 0.19 0.19 0.10 0.09 0.09 0.11 0.06 0.05 Crit Moves: **** **** **** Green/Cycle: 0.28 0.50 0.50 0.21 0.43 0.43 0.23 0.23 0.23 0.23 0.23 0.23 Volume/Cap: 0.44 0.48 0.48 0.48 0.44 0.44 0.41 0.38 0.38 0.48 0.24 0.21 Delay/Veh: 30.5 16.9 16.9 35.6 20.0 20.0 33.7 32.6 32.6 35.1 31.5 31.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.5 16.9 16.9 35.6 20.0 20.0 33.7 32.6 32.6 35.1 31.5 31.2 HCM2kAvg: 6 8 8 5 7 7 5 4 4 6 3 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.711 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.2 Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 251 1193 184 42 990 44 105 89 182 148 84 36 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 251 1193 184 42 990 44 105 89 182 148 84 36 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.80 0.80 0.80 0.78 0.78 0.78 0.88 0.88 0.88 PHF Volume: 264 1256 194 52 1234 55 134 114 233 168 95 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 264 1256 194 52 1234 55 134 114 233 168 95 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 264 1256 194 52 1234 55 134 114 233 168 95 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.89 0.89 0.95 0.90 0.90 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 1.00 2.60 0.40 1.00 2.87 0.13 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1710 4172 643 1710 4677 208 1710 1800 1530 1710 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.30 0.30 0.03 0.26 0.26 0.08 0.06 0.15 0.10 0.05 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.49 0.49 0.10 0.37 0.37 0.36 0.21 0.21 0.29 0.15 0.15 Volume/Cap: 0.71 0.61 0.61 0.31 0.71 0.71 0.28 0.30 0.71 0.45 0.35 0.17 Delay/Veh: 42.6 19.0 19.0 43.1 28.2 28.2 22.5 33.4 43.6 28.9 38.7 37.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 19.0 19.0 43.1 28.2 28.2 22.5 33.4 43.6 28.9 38.7 37.3 HCM2kAvg: 9 11 11 2 12 12 3 3 8 5 3 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.053 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 54.8 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 470 1720 0 0 947 476 0 0 0 318 2 419 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 470 1720 0 0 947 476 0 0 0 318 2 419 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.86 0.86 0.86 1.00 1.00 1.00 0.82 0.82 0.82 PHF Volume: 506 1851 0 0 1097 552 0 0 0 387 2 510 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 506 1851 0 0 1097 552 0 0 0 387 2 510 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 506 1851 0 0 1097 552 0 0 0 387 2 510 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.85 0.85 0.85 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.99 0.01 1.00 Final Sat.: 1710 3420 0 0 3420 1530 0 0 0 1520 10 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.30 0.54 0.00 0.00 0.32 0.36 0.00 0.00 0.00 0.25 0.25 0.33 Crit Moves: **** **** **** Green/Cycle: 0.28 0.56 0.00 0.00 0.34 0.34 0.00 0.00 0.00 0.32 0.32 0.32 Volume/Cap: 1.05 0.96 0.00 0.00 0.94 1.05 0.00 0.00 0.00 0.80 0.80 1.05 Delay/Veh: 91.6 34.1 0.0 0.0 45.6 86.8 0.0 0.0 0.0 40.8 40.8 89.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 91.6 34.1 0.0 0.0 45.6 86.8 0.0 0.0 0.0 40.8 40.8 89.6 HCM2kAvg: 25 33 0 0 21 26 0 0 0 15 15 24 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.383 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 167.6 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 1 1 0 1 0 2 0 0 1 0 0 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1563 110 614 613 0 605 0 326 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1563 110 614 613 0 605 0 326 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.94 0.94 0.94 0.91 0.91 0.91 1.00 1.00 1.00 PHF Volume: 0 1672 118 654 653 0 665 0 358 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1672 118 654 653 0 665 0 358 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1672 118 654 653 0 665 0 358 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 0.94 0.94 0.95 0.95 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.87 0.13 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 3163 223 1710 3420 0 1710 0 1530 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.53 0.53 0.38 0.19 0.00 0.39 0.00 0.23 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.38 0.38 0.28 0.50 0.00 0.28 0.00 0.28 0.00 0.00 0.00 Volume/Cap: 0.00 1.38 1.38 1.38 0.38 0.00 1.38 0.00 0.83 0.00 0.00 0.00 Delay/Veh: 0.0 208 208.0 221.1 15.5 0.0 220.7 0.0 46.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 208 208.0 221.1 15.5 0.0 220.7 0.0 46.7 0.0 0.0 0.0 HCM2kAvg: 0 59 59 46 6 0 47 0 13 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.613 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 18.7 Optimal Cycle: 34 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 269 0 207 0 549 307 38 703 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 269 0 207 0 549 307 38 703 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.96 0.96 0.96 0.91 0.91 0.91 0.95 0.95 0.95 PHF Volume: 0 0 0 281 0 216 0 603 337 40 742 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 281 0 216 0 603 337 40 742 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 281 0 216 0 603 337 40 742 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1714 0 1530 0 1800 1530 1710 1800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.14 0.00 0.34 0.22 0.02 0.41 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.25 0.00 0.25 0.00 0.58 0.58 0.10 0.63 0.00 Volume/Cap: 0.00 0.00 0.00 0.65 0.00 0.56 0.00 0.57 0.38 0.22 0.65 0.00 Delay/Veh: 0.0 0.0 0.0 37.2 0.0 34.6 0.0 13.7 11.3 41.7 13.1 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 37.2 0.0 34.6 0.0 13.7 11.3 41.7 13.1 0.0 HCM2kAvg: 0 0 0 9 0 6 0 12 6 1 15 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.815 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 25.7 Optimal Cycle: 62 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 316 0 66 0 0 0 149 850 0 0 514 377 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 316 0 66 0 0 0 149 850 0 0 514 377 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 1.00 1.00 1.00 0.84 0.84 0.84 0.84 0.84 0.84 PHF Volume: 348 0 73 0 0 0 178 1013 0 0 610 448 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 348 0 73 0 0 0 178 1013 0 0 610 448 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 348 0 73 0 0 0 178 1013 0 0 610 448 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1710 0 1530 0 0 0 1710 1800 0 0 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.00 0.05 0.00 0.00 0.00 0.10 0.56 0.00 0.00 0.34 0.29 Crit Moves: **** **** **** Green/Cycle: 0.23 0.00 0.23 0.00 0.00 0.00 0.17 0.65 0.00 0.00 0.54 0.54 Volume/Cap: 0.87 0.00 0.20 0.00 0.00 0.00 0.63 0.87 0.00 0.00 0.63 0.54 Delay/Veh: 55.2 0.0 31.1 0.0 0.0 0.0 43.2 21.6 0.0 0.0 17.3 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.2 0.0 31.1 0.0 0.0 0.0 43.2 21.6 0.0 0.0 17.3 15.6 HCM2kAvg: 14 0 2 0 0 0 6 28 0 0 13 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.585 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 16.9 Optimal Cycle: 26 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 0 1 0 0 2 0 1 0 0 0 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 947 190 0 1013 341 0 0 0 268 0 301 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 947 190 0 1013 341 0 0 0 268 0 301 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.00 0.91 0.91 0.00 1.00 1.00 1.00 0.83 0.83 0.83 PHF Volume: 0 1019 0 0 1111 0 0 0 0 322 0 362 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1019 0 0 1111 0 0 0 0 322 0 362 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1019 0 0 1111 0 0 0 0 322 0 362 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3420 1800 0 3420 1800 0 0 0 1714 0 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.30 0.00 0.00 0.32 0.00 0.00 0.00 0.00 0.19 0.00 0.24 Crit Moves: **** **** Green/Cycle: 0.00 0.56 0.00 0.00 0.56 0.00 0.00 0.00 0.00 0.40 0.00 0.40 Volume/Cap: 0.00 0.54 0.00 0.00 0.58 0.00 0.00 0.00 0.00 0.46 0.00 0.58 Delay/Veh: 0.0 14.4 0.0 0.0 15.1 0.0 0.0 0.0 0.0 22.3 0.0 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 14.4 0.0 0.0 15.1 0.0 0.0 0.0 0.0 22.3 0.0 24.7 HCM2kAvg: 0 10 0 0 12 0 0 0 0 8 0 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.677 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 23.8 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 876 298 338 934 0 275 0 316 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 876 298 338 934 0 275 0 316 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.86 0.86 0.86 0.96 0.96 0.96 1.00 1.00 1.00 PHF Volume: 0 959 326 394 1090 0 288 0 331 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 959 326 394 1090 0 288 0 331 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 959 326 394 1090 0 288 0 331 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 0.88 0.88 0.95 0.95 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 2.24 0.76 1.00 2.00 0.00 1.47 0.00 1.53 0.00 0.00 0.00 Final Sat.: 0 3527 1200 1710 3420 0 2371 0 2483 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.27 0.27 0.23 0.32 0.00 0.12 0.00 0.13 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.40 0.40 0.34 0.63 0.00 0.20 0.00 0.20 0.00 0.00 0.00 Volume/Cap: 0.00 0.68 0.68 0.68 0.51 0.00 0.62 0.00 0.68 0.00 0.00 0.00 Delay/Veh: 0.0 25.5 25.5 31.4 10.5 0.0 37.9 0.0 39.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 25.5 25.5 31.4 10.5 0.0 37.9 0.0 39.2 0.0 0.0 0.0 HCM2kAvg: 0 12 12 12 9 0 7 0 8 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.837 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 34.2 Optimal Cycle: 75 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 61 125 106 72 304 383 219 413 132 149 860 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 61 125 106 72 304 383 219 413 132 149 860 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.78 0.78 0.78 0.90 0.90 0.90 0.76 0.76 0.76 PHF Volume: 71 145 123 92 389 490 244 459 147 197 1139 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 71 145 123 92 389 490 244 459 147 197 1139 79 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 71 145 123 92 389 490 244 459 147 197 1139 79 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.92 0.92 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.52 0.48 2.00 2.00 1.00 Final Sat.: 1710 4914 1530 1710 3420 1530 3230 2498 799 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.03 0.08 0.05 0.11 0.32 0.08 0.18 0.18 0.06 0.33 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.25 0.25 0.19 0.38 0.38 0.09 0.36 0.36 0.12 0.39 0.39 Volume/Cap: 0.69 0.12 0.32 0.29 0.30 0.85 0.85 0.51 0.51 0.51 0.85 0.13 Delay/Veh: 64.3 28.9 31.0 35.4 22.0 39.7 65.2 25.3 25.3 42.3 32.9 19.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.3 28.9 31.0 35.4 22.0 39.7 65.2 25.3 25.3 42.3 32.9 19.5 HCM2kAvg: 4 1 3 3 4 17 6 8 8 4 19 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.512 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.6 Optimal Cycle: 30 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 140 40 309 218 284 16 68 250 121 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 140 40 309 218 284 16 68 250 121 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.96 0.96 0.96 0.68 0.68 0.68 0.96 0.96 0.96 PHF Volume: 0 0 0 146 42 322 322 419 24 71 260 126 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 146 42 322 322 419 24 71 260 126 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 146 42 322 322 419 24 71 260 126 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 0.85 1.00 0.85 0.95 0.90 0.90 0.95 0.87 0.87 Lanes: 0.00 0.00 0.00 1.00 1.00 1.00 1.00 2.84 0.16 1.00 2.02 0.98 Final Sat.: 0 0 0 1530 1800 1530 1710 4615 260 1710 3149 1524 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.10 0.02 0.21 0.19 0.09 0.09 0.04 0.08 0.08 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.41 0.41 0.41 0.37 0.32 0.32 0.21 0.16 0.16 Volume/Cap: 0.00 0.00 0.00 0.23 0.06 0.51 0.51 0.29 0.29 0.20 0.51 0.51 Delay/Veh: 0.0 0.0 0.0 19.4 17.8 22.7 25.4 25.6 25.6 32.8 38.9 38.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 19.4 17.8 22.7 25.4 25.6 25.6 32.8 38.9 38.9 HCM2kAvg: 0 0 0 3 1 8 8 3 3 2 4 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.481 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 19.0 Optimal Cycle: 26 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 57 1099 268 115 1055 11 18 53 14 183 66 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 1099 268 115 1055 11 18 53 14 183 66 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.90 0.85 0.85 0.85 0.72 0.72 0.72 0.92 0.92 0.92 PHF Volume: 64 1227 299 135 1241 13 25 73 19 200 72 33 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 1227 299 135 1241 13 25 73 19 200 72 33 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 64 1227 299 135 1241 13 25 73 19 200 72 33 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.68 0.92 0.92 0.69 0.91 0.91 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.58 0.42 1.00 1.37 0.63 Final Sat.: 3230 4914 1530 3230 4914 1530 1224 2622 692 1244 2241 1019 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.20 0.04 0.25 0.01 0.02 0.03 0.03 0.16 0.03 0.03 Crit Moves: **** **** **** Green/Cycle: 0.12 0.52 0.52 0.09 0.49 0.49 0.33 0.33 0.33 0.33 0.33 0.33 Volume/Cap: 0.17 0.48 0.38 0.48 0.52 0.02 0.06 0.08 0.08 0.48 0.10 0.10 Delay/Veh: 40.0 15.5 14.7 44.8 17.6 13.1 22.7 22.9 22.9 27.3 23.0 23.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.0 15.5 14.7 44.8 17.6 13.1 22.7 22.9 22.9 27.3 23.0 23.0 HCM2kAvg: 1 8 6 3 9 0 1 1 1 7 1 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.549 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 26.5 Optimal Cycle: 30 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 81 237 48 530 339 503 877 0 268 260 0 452 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 237 48 530 339 503 877 0 268 260 0 452 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.00 0.96 0.96 0.00 0.89 0.89 0.89 0.94 0.94 0.94 PHF Volume: 95 278 0 550 352 0 981 0 300 276 0 480 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 278 0 550 352 0 981 0 300 276 0 480 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 95 278 0 550 352 0 981 0 300 276 0 480 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.80 0.90 1.00 0.80 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3230 6552 1800 3230 4914 1800 3230 0 2890 3230 0 2890 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.04 0.00 0.17 0.07 0.00 0.30 0.00 0.10 0.09 0.00 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.17 0.07 0.00 0.29 0.20 0.00 0.52 0.00 0.43 0.31 0.00 0.35 Volume/Cap: 0.18 0.59 0.00 0.59 0.36 0.00 0.59 0.00 0.24 0.28 0.00 0.47 Delay/Veh: 36.1 46.8 0.0 31.3 34.9 0.0 17.3 0.0 18.0 26.3 0.0 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 36.1 46.8 0.0 31.3 34.9 0.0 17.3 0.0 18.0 26.3 0.0 25.7 HCM2kAvg: 1 3 0 8 3 0 11 0 3 3 0 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.182 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 19.7 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 308 18 48 549 81 23 17 45 9 13 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 308 18 48 549 81 23 17 45 9 13 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.94 0.94 0.94 0.76 0.76 0.76 0.70 0.70 0.70 PHF Volume: 68 373 22 51 582 86 30 22 59 13 19 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 68 373 22 51 582 86 30 22 59 13 19 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 68 373 22 51 582 86 30 22 59 13 19 27 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.90 0.90 0.90 0.89 0.89 0.95 0.85 0.85 0.90 0.95 0.85 Lanes: 2.00 3.78 0.22 2.00 3.49 0.51 1.00 1.00 1.00 2.00 2.00 1.00 Final Sat.: 3230 6141 359 3230 5601 826 1710 1524 1524 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.06 0.06 0.02 0.10 0.10 0.02 0.01 0.04 0.00 0.01 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.33 0.33 0.33 0.55 0.55 0.13 0.20 0.20 0.06 0.13 0.46 Volume/Cap: 0.19 0.18 0.18 0.05 0.19 0.19 0.13 0.07 0.19 0.07 0.04 0.04 Delay/Veh: 40.7 23.9 23.9 23.1 11.5 11.5 38.6 32.2 33.2 44.5 37.9 15.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 23.9 23.9 23.1 11.5 11.5 38.6 32.2 33.2 44.5 37.9 15.0 HCM2kAvg: 1 2 2 1 3 3 1 1 2 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.270 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.5 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 0 1 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 13 24 14 196 176 195 206 157 14 54 261 227 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 13 24 14 196 176 195 206 157 14 54 261 227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 13 24 14 196 176 195 206 157 14 54 261 227 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 24 14 196 176 195 206 157 14 54 261 227 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 13 24 14 196 176 195 206 157 14 54 261 227 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.86 0.86 0.90 0.95 0.85 0.90 0.90 0.90 0.95 0.91 0.80 Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 2.00 2.75 0.25 1.00 3.00 2.00 Final Sat.: 3230 3096 1548 3230 3420 1530 3230 4458 397 1710 4914 2890 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.01 0.01 0.06 0.05 0.13 0.06 0.04 0.04 0.03 0.05 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.25 0.25 0.26 0.45 0.45 0.22 0.21 0.21 0.21 0.19 0.44 Volume/Cap: 0.07 0.03 0.04 0.24 0.11 0.28 0.28 0.17 0.17 0.15 0.28 0.18 Delay/Veh: 44.5 28.1 28.2 29.6 16.1 17.7 32.3 32.8 32.8 32.8 35.1 16.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.5 28.1 28.2 29.6 16.1 17.7 32.3 32.8 32.8 32.8 35.1 16.9 HCM2kAvg: 0 0 0 3 2 4 3 2 2 1 2 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing AM Thu May 5, 2005 13:11:37 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.667 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 25.2 Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 262 1397 33 349 1798 109 150 212 210 19 201 54 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 262 1397 33 349 1798 109 150 212 210 19 201 54 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.92 0.92 0.92 0.92 0.92 0.92 0.83 0.83 0.83 PHF Volume: 317 1691 40 380 1956 119 163 230 228 23 242 65 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 317 1691 40 380 1956 119 163 230 228 23 242 65 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 317 1691 40 380 1956 119 163 230 228 23 242 65 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.88 0.88 0.90 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 4.00 1.00 2.00 1.00 1.00 2.00 2.00 1.00 Final Sat.: 3230 4914 1530 3230 6552 1530 3230 1589 1574 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.34 0.03 0.12 0.30 0.08 0.05 0.14 0.14 0.01 0.07 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.49 0.49 0.17 0.49 0.49 0.12 0.21 0.37 0.06 0.14 0.31 Volume/Cap: 0.61 0.71 0.05 0.71 0.61 0.16 0.41 0.71 0.39 0.12 0.49 0.14 Delay/Veh: 41.0 21.0 13.5 43.6 18.7 14.0 41.3 40.5 23.6 44.8 40.3 25.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 21.0 13.5 43.6 18.7 14.0 41.3 40.5 23.6 44.8 40.3 25.0 HCM2kAvg: 6 14 1 7 11 2 3 8 5 0 4 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


Existing Conditions

PM Peak Hour

Existing PM Thu May 5, 2005 13:11:57 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: Existing PM Command: Existing PM Volume: Existing PM Geometry: Existing Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: PM Existing Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. D 43.0 0.907 D 43.0 0.907 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. F 118.1 1.222 F 118.1 1.222 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 22.0 0.817 C 22.0 0.817 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. D 53.5 1.010 D 53.5 1.010 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. F OVRFL 0.000 F OVRFL 0.000 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 22.5 0.580 C 22.5 0.580 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. C 31.5 0.774 C 31.5 0.774 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS C 23.1 0.715 C 23.1 0.715 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 30.1 0.855 C 30.1 0.855 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. C 28.4 0.858 C 28.4 0.858 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 27.1 0.789 C 27.1 0.789 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS E 71.5 1.136 E 71.5 1.136 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS D 35.7 0.985 D 35.7 0.985 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. C 30.3 0.565 C 30.3 0.565 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. C 34.3 0.874 C 34.3 0.874 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE D 39.3 0.967 D 39.3 0.967 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 28.3 0.619 C 28.3 0.619 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. C 27.0 0.339 C 27.0 0.339 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 28.0 0.445 C 28.0 0.445 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 27.6 0.689 C 27.6 0.689 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] # 5 GROVE AVE. / BELMONT ST. Yes / No Yes / No Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 4-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Base Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 60 1591 16 29 818 40 70 1 42 46 21 46 ApproachDel: xxxxxx xxxxxx xxxxxx 1052.0 ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop] Signal Warrant Rule #1: [vehicle-hours=OVERFLOW] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=113] FAIL - Approach volume less than 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=4][total volume=2779] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. -------------------------------------------------------------------------------- Approach[westbound][lanes=1][control=Stop] Signal Warrant Rule #1: [vehicle-hours=33.0] SUCCEED - Vehicle-hours greater than or equal to 4 for one lane approach. Signal Warrant Rule #2: [approach volume=113] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=4][total volume=2779] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 4-2 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Base Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 60 1591 16 29 818 40 70 1 42 46 21 46 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2553 Minor Approach Volume: 113 Minor Approach Volume Threshold: -29 [less than minimum of 150] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 4-3 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Peak Hour Delay Signal Warrant Report ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Future Volume Alternative: Peak Hour Warrant Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 60 1591 16 29 818 40 70 1 42 46 21 46 ApproachDel: xxxxxx xxxxxx xxxxxx 1052.0 ------------|---------------||---------------||---------------||---------------| Approach[eastbound][lanes=2][control=Stop] Signal Warrant Rule #1: [vehicle-hours=OVERFLOW] SUCCEED - Vehicle-hours >= 5 for two or more lane approach. Signal Warrant Rule #2: [approach volume=113] FAIL - Approach volume less than 150 for two or more lane approach. Signal Warrant Rule #3: [approach count=4][total volume=2779] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. -------------------------------------------------------------------------------- Approach[westbound][lanes=1][control=Stop] Signal Warrant Rule #1: [vehicle-hours=33.0] SUCCEED - Vehicle-hours greater than or equal to 4 for one lane approach. Signal Warrant Rule #2: [approach volume=113] SUCCEED - Approach volume greater than or equal to 100 for one lane approach. Signal Warrant Rule #3: [approach count=4][total volume=2779] SUCCEED - Total volume greater than or equal to 800 for intersection with four or more approaches. Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 4-4 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Peak Hour Volume Signal Warrant Report [Urban] ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Future Volume Alternative: Peak Hour Warrant NOT Met ------------|---------------||---------------||---------------||---------------| Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 Final Vol.: 60 1591 16 29 818 40 70 1 42 46 21 46 ------------|---------------||---------------||---------------||---------------| Major Street Volume: 2553 Minor Approach Volume: 113 Minor Approach Volume Threshold: -29 [less than minimum of 150] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.907 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 43.0 Optimal Cycle: 104 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 109 724 277 228 485 159 164 295 46 226 441 318 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 724 277 228 485 159 164 295 46 226 441 318 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.94 0.94 0.94 0.88 0.88 0.88 0.91 0.91 0.91 0.94 0.94 0.94 PHF Volume: 116 773 296 258 549 180 180 324 51 240 469 338 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 116 773 296 258 549 180 180 324 51 240 469 338 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 116 773 296 258 549 180 180 324 51 240 469 338 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.91 0.95 0.93 0.93 0.95 0.89 0.89 Lanes: 1.00 1.45 0.55 1.00 1.51 0.49 1.00 1.73 0.27 1.00 1.16 0.84 Final Sat.: 1710 2370 907 1710 2480 813 1710 2899 452 1710 1862 1343 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.33 0.33 0.15 0.22 0.22 0.11 0.11 0.11 0.14 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.36 0.36 0.17 0.40 0.40 0.12 0.17 0.17 0.22 0.28 0.28 Volume/Cap: 0.55 0.91 0.91 0.91 0.55 0.55 0.91 0.64 0.64 0.64 0.91 0.91 Delay/Veh: 44.3 40.6 40.6 71.3 23.4 23.4 82.6 40.8 40.8 39.2 47.7 47.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.3 40.6 40.6 71.3 23.4 23.4 82.6 40.8 40.8 39.2 47.7 47.7 HCM2kAvg: 4 20 20 12 9 9 9 6 6 8 16 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.222 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 118.1 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 150 1159 206 54 678 75 150 1169 87 178 1363 145 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 150 1159 206 54 678 75 150 1169 87 178 1363 145 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.87 0.87 0.87 0.82 0.82 0.82 0.93 0.93 0.93 0.86 0.86 0.86 PHF Volume: 173 1337 238 66 827 91 161 1256 93 207 1587 169 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 173 1337 238 66 827 91 161 1256 93 207 1587 169 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 173 1337 238 66 827 91 161 1256 93 207 1587 169 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.93 0.93 0.95 0.94 0.94 0.95 0.94 0.94 0.95 0.94 0.94 Lanes: 1.00 1.70 0.30 1.00 1.80 0.20 1.00 1.86 0.14 1.00 1.81 0.19 Final Sat.: 1710 2837 504 1710 3033 336 1710 3151 235 1710 3048 324 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.47 0.47 0.04 0.27 0.27 0.09 0.40 0.40 0.12 0.52 0.52 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.37 0.37 0.06 0.32 0.32 0.07 0.37 0.37 0.11 0.41 0.41 Volume/Cap: 0.86 1.26 1.26 0.64 0.86 0.86 1.26 1.07 1.07 1.07 1.26 1.26 Delay/Veh: 73.1 156 156.2 59.0 39.6 39.6 212.7 76.7 76.7 127.9 154 153.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.1 156 156.2 59.0 39.6 39.6 212.7 76.7 76.7 127.9 154 153.6 HCM2kAvg: 8 46 46 3 16 16 12 31 31 12 51 51 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.817 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 22.0 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 0 1 1 0 2 0 1 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 1671 527 11 1166 33 42 95 11 291 65 33 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1671 527 11 1166 33 42 95 11 291 65 33 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.88 0.88 0.88 0.93 0.93 0.93 0.80 0.80 0.80 0.81 0.81 0.81 PHF Volume: 31 1910 602 12 1256 36 53 119 14 357 80 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 31 1910 602 12 1256 36 53 119 14 357 80 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 31 1910 602 12 1256 36 53 119 14 357 80 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.95 0.85 0.95 0.95 0.85 0.95 0.98 0.98 0.90 1.00 0.85 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 1.00 0.90 0.10 2.00 1.00 1.00 Final Sat.: 1710 3420 1530 1710 3420 1530 1710 1587 184 3230 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.56 0.39 0.01 0.37 0.02 0.03 0.08 0.08 0.11 0.04 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.65 0.65 0.06 0.61 0.61 0.11 0.09 0.09 0.13 0.11 0.11 Volume/Cap: 0.18 0.87 0.61 0.12 0.61 0.04 0.29 0.87 0.87 0.87 0.41 0.25 Delay/Veh: 41.9 18.1 11.5 45.0 12.8 8.0 42.0 81.8 81.8 59.9 43.1 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.9 18.1 11.5 45.0 12.8 8.0 42.0 81.8 81.8 59.9 43.1 41.7 HCM2kAvg: 1 26 11 0 12 0 2 7 7 8 3 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.010 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 53.5 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 252 1130 90 197 904 141 321 754 93 60 1208 247 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 252 1130 90 197 904 141 321 754 93 60 1208 247 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.84 0.84 0.84 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 PHF Volume: 300 1347 107 218 1000 156 355 835 103 67 1344 275 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 300 1347 107 218 1000 156 355 835 103 67 1344 275 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 300 1347 107 218 1000 156 355 835 103 67 1344 275 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 2.78 0.22 1.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1710 4501 359 1710 4914 1530 3230 3420 1530 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.30 0.30 0.13 0.20 0.10 0.11 0.24 0.07 0.02 0.39 0.18 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.30 0.30 0.13 0.23 0.34 0.11 0.40 0.40 0.10 0.39 0.39 Volume/Cap: 0.90 1.01 1.01 1.01 0.90 0.30 1.01 0.61 0.17 0.21 1.01 0.46 Delay/Veh: 64.7 61.5 61.5 107.7 47.4 24.9 95.2 24.7 19.5 41.9 57.8 23.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.7 61.5 61.5 107.7 47.4 24.9 95.2 24.7 19.5 41.9 57.8 23.3 HCM2kAvg: 13 22 22 12 13 4 10 11 2 1 28 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Average Delay (sec/veh): OVERFLOW Worst Case Level Of Service: F[xxxxx] ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 0 0 1! 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 56 1481 15 27 762 37 53 1 32 26 12 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 56 1481 15 27 762 37 53 1 32 26 12 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.76 0.76 0.76 0.57 0.57 0.57 PHF Volume: 60 1591 16 29 818 40 70 1 42 46 21 46 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 60 1591 16 29 818 40 70 1 42 46 21 46 ------------|---------------||---------------||---------------||---------------| Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.5 6.5 6.9 7.5 6.5 6.9 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------|---------------||---------------||---------------||---------------| Capacity Module: Cnflict Vol: 857 xxxx xxxxx 1607 xxxx xxxxx 1557 2623 292 2050 2634 538 Potent Cap.: 792 xxxx xxxxx 412 xxxx xxxxx 78 24 710 33 24 493 Move Cap.: 792 xxxx xxxxx 412 xxxx xxxxx 0 21 710 27 21 493 Volume/Cap: 0.08 xxxx xxxx 0.07 xxxx xxxx xxxx 0.06 0.06 1.73 1.03 0.09 ------------|---------------||---------------||---------------||---------------| Level Of Service Module: Queue: 0.2 xxxx xxxxx 0.2 xxxx xxxxx xxxxx xxxx 0.2 xxxxx xxxx xxxxx Stopped Del: 9.9 xxxx xxxxx 14.4 xxxx xxxxx xxxxx xxxx 10.4 xxxxx xxxx xxxxx LOS by Move: A * * B * * * * B * * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 0 xxxx xxxxx xxxx 40 xxxxx SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 12.5 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 1052 xxxxx Shared LOS: * * * * * * * * * * F * ApproachDel: xxxxxx xxxxxx xxxxxx 1052.0 ApproachLOS: * * F F Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.580 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 22.5 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 87 963 71 50 895 98 87 129 224 140 185 153 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 87 963 71 50 895 98 87 129 224 140 185 153 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.95 0.95 0.95 0.80 0.80 0.80 0.71 0.71 0.71 PHF Volume: 108 1193 88 53 944 103 108 160 279 197 261 215 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 108 1193 88 53 944 103 108 160 279 197 261 215 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 108 1193 88 53 944 103 108 160 279 197 261 215 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.47 0.86 0.86 0.44 1.00 0.85 Lanes: 1.00 2.79 0.21 1.00 2.70 0.30 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1710 4531 334 1710 4363 478 850 1548 1548 785 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.26 0.03 0.22 0.22 0.13 0.10 0.18 0.25 0.14 0.14 Crit Moves: **** **** **** Green/Cycle: 0.12 0.45 0.45 0.06 0.40 0.40 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.55 0.58 0.58 0.51 0.55 0.55 0.30 0.24 0.42 0.58 0.34 0.33 Delay/Veh: 45.0 20.9 20.9 50.0 23.7 23.7 19.1 18.2 20.1 24.4 19.3 19.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.0 20.9 20.9 50.0 23.7 23.7 19.1 18.2 20.1 24.4 19.3 19.2 HCM2kAvg: 4 10 10 2 9 9 5 3 6 11 5 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.774 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 31.5 Optimal Cycle: 53 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 0 1 1 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 238 1183 148 102 939 113 50 282 216 174 285 94 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 238 1183 148 102 939 113 50 282 216 174 285 94 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.85 0.81 0.81 0.81 0.88 0.88 0.88 0.86 0.86 0.86 PHF Volume: 280 1393 174 125 1154 139 57 319 245 203 332 109 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 280 1393 174 125 1154 139 57 319 245 203 332 109 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 280 1393 174 125 1154 139 57 319 245 203 332 109 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.89 0.89 0.95 0.90 0.90 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 1.00 2.67 0.33 1.00 2.68 0.32 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 1710 4293 537 1710 4316 519 1710 1800 1530 1710 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.16 0.32 0.32 0.07 0.27 0.27 0.03 0.18 0.16 0.12 0.18 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.45 0.45 0.10 0.35 0.35 0.32 0.23 0.23 0.39 0.29 0.29 Volume/Cap: 0.77 0.71 0.71 0.71 0.77 0.77 0.24 0.77 0.70 0.60 0.64 0.25 Delay/Veh: 47.1 23.1 23.1 56.4 31.5 31.5 25.4 44.9 41.4 25.7 33.7 27.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.1 23.1 23.1 56.4 31.5 31.5 25.4 44.9 41.4 25.7 33.7 27.6 HCM2kAvg: 10 14 14 5 14 14 2 11 8 6 10 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.715 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 23.1 Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 0 0 0 0 2 0 1 0 0 0 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 230 1215 0 0 975 358 0 0 0 160 1 273 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 230 1215 0 0 975 358 0 0 0 160 1 273 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.93 0.93 0.93 0.86 0.86 0.86 1.00 1.00 1.00 0.92 0.92 0.92 PHF Volume: 248 1311 0 0 1138 418 0 0 0 174 1 298 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 248 1311 0 0 1138 418 0 0 0 174 1 298 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 248 1311 0 0 1138 418 0 0 0 174 1 298 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 1.00 0.85 0.85 0.85 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 0.00 0.00 0.00 0.99 0.01 1.00 Final Sat.: 1710 3420 0 0 3420 1530 0 0 0 1520 10 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.15 0.38 0.00 0.00 0.33 0.27 0.00 0.00 0.00 0.11 0.11 0.19 Crit Moves: **** **** **** Green/Cycle: 0.20 0.58 0.00 0.00 0.47 0.47 0.00 0.00 0.00 0.27 0.27 0.27 Volume/Cap: 0.72 0.66 0.00 0.00 0.72 0.59 0.00 0.00 0.00 0.42 0.42 0.72 Delay/Veh: 44.1 15.3 0.0 0.0 23.0 21.0 0.0 0.0 0.0 30.6 30.6 38.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.1 15.3 0.0 0.0 23.0 21.0 0.0 0.0 0.0 30.6 30.6 38.7 HCM2kAvg: 9 14 0 0 15 10 0 0 0 5 5 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.855 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 30.1 Optimal Cycle: 73 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 1 1 0 1 0 2 0 0 1 0 0 1 0 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1052 131 212 915 0 235 0 386 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1052 131 212 915 0 235 0 386 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.91 0.91 0.91 0.93 0.93 0.93 0.89 0.89 0.89 1.00 1.00 1.00 PHF Volume: 0 1160 144 227 981 0 263 0 432 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1160 144 227 981 0 263 0 432 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1160 144 227 981 0 263 0 432 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 0.93 0.93 0.95 0.95 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.78 0.22 1.00 2.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat.: 0 2990 372 1710 3420 0 1710 0 1530 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.39 0.39 0.13 0.29 0.00 0.15 0.00 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.45 0.45 0.16 0.50 0.00 0.33 0.00 0.33 0.00 0.00 0.00 Volume/Cap: 0.00 0.85 0.85 0.85 0.57 0.00 0.47 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 29.3 29.3 63.8 17.7 0.0 27.1 0.0 44.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 29.3 29.3 63.8 17.7 0.0 27.1 0.0 44.6 0.0 0.0 0.0 HCM2kAvg: 0 21 21 10 11 0 7 0 15 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.858 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.4 Optimal Cycle: 75 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 418 0 328 0 810 489 65 699 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 418 0 328 0 810 489 65 699 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 0.90 0.90 0.90 0.91 0.91 0.91 0.99 0.99 0.99 PHF Volume: 0 0 0 465 0 365 0 894 540 66 708 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 465 0 365 0 894 540 66 708 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 465 0 365 0 894 540 66 708 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1714 0 1530 0 1800 1530 1710 1800 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.27 0.00 0.24 0.00 0.50 0.35 0.04 0.39 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.57 0.57 0.06 0.55 0.00 Volume/Cap: 0.00 0.00 0.00 0.87 0.00 0.77 0.00 0.87 0.62 0.64 0.72 0.00 Delay/Veh: 0.0 0.0 0.0 47.3 0.0 38.6 0.0 26.9 15.7 59.0 19.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 47.3 0.0 38.6 0.0 26.9 15.7 59.0 19.7 0.0 HCM2kAvg: 0 0 0 17 0 12 0 26 12 3 17 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.789 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.1 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 332 0 138 0 0 0 198 894 0 0 509 266 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 332 0 138 0 0 0 198 894 0 0 509 266 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 1.00 1.00 1.00 0.97 0.97 0.97 0.95 0.95 0.95 PHF Volume: 388 0 161 0 0 0 205 926 0 0 534 279 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 388 0 161 0 0 0 205 926 0 0 534 279 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 388 0 161 0 0 0 205 926 0 0 534 279 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1710 0 1530 0 0 0 1710 1800 0 0 1800 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.11 0.00 0.00 0.00 0.12 0.51 0.00 0.00 0.30 0.18 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.19 0.61 0.00 0.00 0.48 0.48 Volume/Cap: 0.84 0.00 0.39 0.00 0.00 0.00 0.62 0.84 0.00 0.00 0.62 0.38 Delay/Veh: 47.7 0.0 30.5 0.0 0.0 0.0 40.6 21.6 0.0 0.0 20.8 17.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.7 0.0 30.5 0.0 0.0 0.0 40.6 21.6 0.0 0.0 20.8 17.0 HCM2kAvg: 15 0 4 0 0 0 7 25 0 0 13 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.136 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 71.5 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Permitted Permitted Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 0 1 0 0 2 0 1 0 0 0 0 0 0 1 0 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1980 282 0 803 245 0 0 0 337 0 639 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1980 282 0 803 245 0 0 0 337 0 639 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.89 0.89 0.00 0.94 0.94 0.00 1.00 1.00 1.00 0.95 0.95 0.95 PHF Volume: 0 2227 0 0 852 0 0 0 0 355 0 673 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2227 0 0 852 0 0 0 0 355 0 673 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2227 0 0 852 0 0 0 0 355 0 673 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 0.00 2.00 1.00 0.00 2.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat.: 0 3420 1800 0 3420 1800 0 0 0 1714 0 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.65 0.00 0.00 0.25 0.00 0.00 0.00 0.00 0.21 0.00 0.44 Crit Moves: **** **** Green/Cycle: 0.00 0.57 0.00 0.00 0.57 0.00 0.00 0.00 0.00 0.39 0.00 0.39 Volume/Cap: 0.00 1.14 0.00 0.00 0.43 0.00 0.00 0.00 0.00 0.54 0.00 1.14 Delay/Veh: 0.0 89.6 0.0 0.0 12.3 0.0 0.0 0.0 0.0 24.6 0.0 111.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 89.6 0.0 0.0 12.3 0.0 0.0 0.0 0.0 24.6 0.0 111.3 HCM2kAvg: 0 54 0 0 7 0 0 0 0 9 0 34 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.985 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 35.7 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 2 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1560 265 130 998 0 751 8 309 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1560 265 130 998 0 751 8 309 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.81 0.94 0.94 0.94 0.87 0.87 0.87 1.00 1.00 1.00 PHF Volume: 0 1933 328 138 1059 0 861 9 354 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1933 328 138 1059 0 861 9 354 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1933 328 138 1059 0 861 9 354 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 0.89 0.89 0.95 0.95 1.00 0.92 0.92 0.92 1.00 1.00 1.00 Lanes: 0.00 2.56 0.44 1.00 2.00 0.00 1.70 0.01 1.29 0.00 0.00 0.00 Final Sat.: 0 4108 698 1710 3420 0 2799 25 2122 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.47 0.47 0.08 0.31 0.00 0.31 0.37 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.48 0.48 0.08 0.47 0.00 0.38 0.38 0.38 0.00 0.00 0.00 Volume/Cap: 0.00 0.98 0.98 0.98 0.66 0.00 0.81 0.98 0.44 0.00 0.00 0.00 Delay/Veh: 0.0 41.0 41.0 117.0 21.5 0.0 31.1 52.5 23.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 41.0 41.0 117.0 21.5 0.0 31.1 52.5 23.2 0.0 0.0 0.0 HCM2kAvg: 0 30 30 8 13 0 17 26 7 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.565 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 30.3 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 76 316 74 37 204 247 324 487 6 54 542 66 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 76 316 74 37 204 247 324 487 6 54 542 66 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.78 0.78 0.78 0.93 0.93 0.93 0.86 0.86 0.86 0.91 0.91 0.91 PHF Volume: 97 404 95 40 219 265 376 566 7 59 594 72 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 404 95 40 219 265 376 566 7 59 594 72 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 97 404 95 40 219 265 376 566 7 59 594 72 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.95 0.95 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 1.98 0.02 2.00 2.00 1.00 Final Sat.: 1710 4914 1530 1710 3420 1530 3230 3372 42 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.08 0.06 0.02 0.06 0.17 0.12 0.17 0.17 0.02 0.17 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.23 0.23 0.17 0.31 0.31 0.21 0.38 0.38 0.14 0.31 0.31 Volume/Cap: 0.57 0.35 0.26 0.14 0.21 0.57 0.57 0.44 0.44 0.14 0.57 0.15 Delay/Veh: 47.2 32.1 31.6 35.3 25.8 30.7 36.8 23.5 23.5 38.2 29.8 25.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.2 32.1 31.6 35.3 25.8 30.7 36.8 23.5 23.5 38.2 29.8 25.3 HCM2kAvg: 4 4 2 1 3 7 6 7 7 1 8 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.874 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 34.3 Optimal Cycle: 81 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 1 0 1 0 1 1 0 2 1 0 1 0 2 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 132 32 220 415 404 9 45 353 283 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 132 32 220 415 404 9 45 353 283 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.86 0.86 0.86 0.66 0.66 0.66 0.67 0.67 0.67 0.76 0.76 0.76 PHF Volume: 0 0 0 199 48 332 619 602 13 59 463 371 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 199 48 332 619 602 13 59 463 371 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 199 48 332 619 602 13 59 463 371 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 1.00 1.00 1.00 0.85 1.00 0.85 0.95 0.91 0.91 0.95 0.85 0.85 Lanes: 0.00 0.00 0.00 1.00 1.00 1.00 1.00 2.93 0.07 1.00 2.00 1.00 Final Sat.: 0 0 0 1530 1800 1530 1710 4792 107 1710 3057 1528 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.13 0.03 0.22 0.36 0.13 0.13 0.03 0.15 0.24 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.25 0.25 0.25 0.41 0.47 0.47 0.22 0.28 0.28 Volume/Cap: 0.00 0.00 0.00 0.52 0.11 0.87 0.87 0.27 0.27 0.15 0.54 0.87 Delay/Veh: 0.0 0.0 0.0 33.8 29.2 55.6 38.5 16.2 16.2 31.4 31.1 43.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 33.8 29.2 55.6 38.5 16.2 16.2 31.4 31.1 43.4 HCM2kAvg: 0 0 0 7 1 13 21 4 4 2 7 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.967 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 39.3 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 109 1381 218 174 1528 36 43 77 6 318 159 62 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 109 1381 218 174 1528 36 43 77 6 318 159 62 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.76 0.76 0.76 0.72 0.72 0.72 0.59 0.59 0.59 0.63 0.63 0.63 PHF Volume: 144 1829 289 243 2131 50 73 130 10 506 253 99 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 1829 289 243 2131 50 73 130 10 506 253 99 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 144 1829 289 243 2131 50 73 130 10 506 253 99 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.48 0.94 0.94 0.65 0.91 0.91 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.86 0.14 1.00 1.44 0.56 Final Sat.: 3230 4914 1530 3230 4914 1530 871 3138 245 1174 2357 919 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.37 0.19 0.08 0.43 0.03 0.08 0.04 0.04 0.43 0.11 0.11 Crit Moves: **** **** **** Green/Cycle: 0.06 0.42 0.42 0.08 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 Volume/Cap: 0.74 0.89 0.45 0.89 0.98 0.07 0.19 0.09 0.09 0.98 0.24 0.24 Delay/Veh: 60.8 32.5 21.4 73.9 42.9 16.2 17.4 16.5 16.5 62.8 17.7 17.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.8 32.5 21.4 73.9 42.9 16.2 17.4 16.5 16.5 62.8 17.7 17.7 HCM2kAvg: 4 21 7 7 28 1 3 1 1 30 3 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.619 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.3 Optimal Cycle: 34 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 163 490 136 322 332 590 1052 0 364 183 0 339 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 163 490 136 322 332 590 1052 0 364 183 0 339 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.90 0.90 0.00 0.86 0.86 0.00 0.85 0.85 0.85 0.86 0.86 0.86 PHF Volume: 182 546 0 376 388 0 1234 0 427 212 0 393 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 182 546 0 376 388 0 1234 0 427 212 0 393 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 182 546 0 376 388 0 1234 0 427 212 0 393 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3230 6552 1800 3230 4914 1800 3230 0 2907 3230 0 2907 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.08 0.00 0.12 0.08 0.00 0.38 0.00 0.15 0.07 0.00 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.13 0.00 0.18 0.17 0.00 0.58 0.00 0.50 0.27 0.00 0.24 Volume/Cap: 0.43 0.66 0.00 0.66 0.46 0.00 0.66 0.00 0.29 0.25 0.00 0.57 Delay/Veh: 40.8 43.7 0.0 41.3 37.6 0.0 15.3 0.0 14.7 28.8 0.0 34.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.8 43.7 0.0 41.3 37.6 0.0 15.3 0.0 14.7 28.8 0.0 34.9 HCM2kAvg: 3 5 0 7 4 0 14 0 4 3 0 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.339 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.0 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 1 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 513 14 46 653 31 177 36 123 26 40 76 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 513 14 46 653 31 177 36 123 26 40 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.77 0.77 0.77 0.83 0.83 0.83 0.69 0.69 0.69 0.81 0.81 0.81 PHF Volume: 66 666 18 55 782 37 258 52 179 32 49 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 66 666 18 55 782 37 258 52 179 32 49 94 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 66 666 18 55 782 37 258 52 179 32 49 94 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.91 0.91 0.90 0.90 0.90 0.95 0.84 0.84 0.90 0.95 0.85 Lanes: 2.00 3.89 0.11 2.00 3.82 0.18 1.00 1.00 1.00 2.00 2.00 1.00 Final Sat.: 3230 6352 173 3230 6211 295 1710 1512 1512 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.10 0.10 0.02 0.13 0.13 0.15 0.03 0.12 0.01 0.01 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.27 0.27 0.15 0.36 0.36 0.44 0.33 0.33 0.17 0.06 0.21 Volume/Cap: 0.34 0.39 0.39 0.11 0.35 0.35 0.35 0.11 0.36 0.06 0.24 0.29 Delay/Veh: 46.2 29.9 29.9 36.5 23.2 23.2 19.0 23.3 25.9 35.1 45.4 33.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 29.9 29.9 36.5 23.2 23.2 19.0 23.3 25.9 35.1 45.4 33.4 HCM2kAvg: 1 4 4 1 5 5 6 1 4 0 1 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.445 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.0 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 0 1 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 19 88 41 277 121 206 317 201 17 48 396 386 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 19 88 41 277 121 206 317 201 17 48 396 386 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.57 0.57 0.57 0.74 0.74 0.74 0.79 0.79 0.79 0.88 0.88 0.88 PHF Volume: 33 154 72 375 164 279 404 256 22 55 451 439 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 33 154 72 375 164 279 404 256 22 55 451 439 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 33 154 72 375 164 279 404 256 22 55 451 439 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.87 0.87 0.90 0.95 0.85 0.90 0.90 0.90 0.95 0.91 0.81 Lanes: 2.00 2.05 0.95 2.00 2.00 1.00 2.00 2.77 0.23 1.00 3.00 2.00 Final Sat.: 3230 3191 1487 3230 3420 1530 3230 4476 379 1710 4914 2907 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.05 0.05 0.12 0.05 0.18 0.12 0.06 0.06 0.03 0.09 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.15 0.15 0.30 0.39 0.39 0.27 0.23 0.23 0.23 0.20 0.50 Volume/Cap: 0.17 0.31 0.31 0.39 0.12 0.46 0.46 0.24 0.24 0.14 0.46 0.30 Delay/Veh: 45.1 37.8 37.8 28.1 19.4 23.1 30.9 31.3 31.3 30.5 35.8 15.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 37.8 37.8 28.1 19.4 23.1 30.9 31.3 31.3 30.5 35.8 15.1 HCM2kAvg: 1 2 2 5 2 7 6 2 2 1 5 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

Existing PM Thu May 5, 2005 13:11:58 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center Existing Conditions (2004) PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.689 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.6 Optimal Cycle: 47 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 4 0 1 2 0 1 1 0 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 309 1556 28 141 1490 105 188 259 238 22 408 229 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 309 1556 28 141 1490 105 188 259 238 22 408 229 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.83 0.85 0.85 0.85 0.81 0.81 0.81 0.78 0.78 0.78 PHF Volume: 371 1869 34 165 1747 123 233 321 295 28 525 295 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 371 1869 34 165 1747 123 233 321 295 28 525 295 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 371 1869 34 165 1747 123 233 321 295 28 525 295 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.88 0.88 0.90 0.95 0.85 Lanes: 2.00 3.00 1.00 2.00 4.00 1.00 2.00 1.04 0.96 2.00 2.00 1.00 Final Sat.: 3230 4914 1530 3230 6552 1530 3230 1654 1520 3230 3420 1530 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.38 0.02 0.05 0.27 0.08 0.07 0.19 0.19 0.01 0.15 0.19 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.52 0.52 0.07 0.41 0.41 0.10 0.27 0.45 0.06 0.22 0.29 Volume/Cap: 0.64 0.73 0.04 0.73 0.64 0.19 0.69 0.73 0.44 0.15 0.69 0.66 Delay/Veh: 40.6 19.4 11.6 56.7 23.9 18.8 49.3 36.6 19.3 44.9 38.5 34.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.6 19.4 11.6 56.7 23.9 18.8 49.3 36.6 19.3 44.9 38.5 34.6 HCM2kAvg: 7 16 0 4 11 2 5 10 7 1 9 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2020 No Project

AM Peak Hour

2020 AM No Project Mon Oct 31, 2005 10:44:57 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2020 AM No Project Command: 2020 AM NP Volume: 2020 AM No Project Geometry: 2020 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2020 AM No Project Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 1 GROVE AVE / 4 77 579 118 336 709 143 231 433 61 180 602 200 2 GROVE AVE. / 93 675 588 2 823 111 89 553 61 392 781 21 3 GROVE AVE. / 12 1337 599 0 1219 57 19 50 8 773 192 0 4 GROVE AVE. / 113 1142 14 322 1396 282 482 787 101 106 1111 324 5 GROVE AVE. / 47 1126 96 161 1242 68 24 26 27 63 40 50 6 GROVE AVE. / 291 1064 198 136 1085 166 111 143 137 136 204 99 7 GROVE AVE. / 356 1529 100 67 1432 131 139 122 169 104 388 99 8 GROVE AVE. / 403 1962 0 0 1200 582 0 0 0 264 1 373 9 GROVE AVE. / 0 1405 212 492 973 0 959 2 270 0 0 0 10 I-10 EB RAMPS 0 0 0 510 0 270 0 555 414 29 939 0 11 I-10 WB RAMPS 366 0 72 0 0 0 142 923 0 0 602 431 12 VINEYARD AVE. 0 1007 300 0 1183 385 0 0 0 185 0 414 13 VINEYARD AVE. 0 1017 318 369 999 0 290 0 555 0 0 0 14 VINEYARD AVE. 70 458 82 58 852 329 253 795 84 341 1523 118 15 VINEYARD AVE. 0 0 0 539 0 738 249 504 0 0 558 361 16 ARCHIBALD AVE 58 1256 253 167 1303 19 25 56 12 432 238 118 17 ARCHIBALD AVE 379 485 206 608 357 782 882 0 612 206 0 200 18 ARCHIBALD AVE 176 1006 73 131 972 71 29 17 93 71 14 35 19 ARCHIBALD AVE 115 317 87 552 245 338 249 324 24 76 396 689 20 HAVEN AVE. / 431 1593 39 551 2178 127 129 390 309 35 558 221 Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 31.3 0.642 C 31.3 0.642 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 28.2 0.683 C 28.2 0.683 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 24.0 0.713 C 24.0 0.713 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. D 36.6 0.862 D 36.6 0.862 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 13.7 0.425 B 13.7 0.425 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 24.5 0.631 C 24.5 0.631 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. C 29.1 0.822 C 29.1 0.822 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS C 21.6 0.759 C 21.6 0.759 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 31.2 0.847 C 31.2 0.847 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. C 31.4 0.869 C 31.4 0.869 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 23.6 0.771 C 23.6 0.771 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS B 17.4 0.410 B 17.4 0.410 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 27.2 0.751 C 27.2 0.751 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. D 35.3 0.880 D 35.3 0.880 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. D 38.8 0.936 D 38.8 0.936 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE C 27.4 0.602 C 27.4 0.602 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 27.2 0.555 C 27.2 0.555 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. B 19.5 0.312 B 19.5 0.312 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 26.3 0.461 C 26.3 0.461 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 27.1 0.666 C 27.1 0.666 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 4-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.642 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.3 Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 77 579 118 336 709 143 231 433 61 180 602 200 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 579 118 336 709 143 231 433 61 180 602 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 81 609 124 354 746 151 243 456 64 189 634 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 609 124 354 746 151 243 456 64 189 634 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 81 609 124 354 746 151 243 456 64 189 634 211 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.93 0.93 0.92 0.93 0.93 0.92 0.91 0.91 Lanes: 2.00 2.00 1.00 2.00 1.66 0.34 2.00 1.75 0.25 2.00 1.50 0.50 Final Sat.: 3502 3610 1615 3502 2929 591 3502 3107 438 3502 2609 867 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.17 0.08 0.10 0.25 0.25 0.07 0.15 0.15 0.05 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.28 0.28 0.17 0.39 0.39 0.11 0.34 0.34 0.14 0.37 0.37 Volume/Cap: 0.39 0.60 0.28 0.60 0.66 0.66 0.66 0.44 0.44 0.39 0.66 0.66 Delay/Veh: 46.4 32.3 28.5 40.4 26.5 26.5 47.4 26.1 26.1 39.9 27.6 27.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.4 32.3 28.5 40.4 26.5 26.5 47.4 26.1 26.1 39.9 27.6 27.6 HCM2kAvg: 2 9 3 6 12 12 5 6 6 3 12 12 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.683 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.2 Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 93 675 588 2 823 111 89 553 61 392 781 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 93 675 588 2 823 111 89 553 61 392 781 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 98 711 619 2 866 117 94 582 64 413 822 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 98 711 619 2 866 117 94 582 64 413 822 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 98 711 619 2 866 117 94 582 64 413 822 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.90 0.90 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.70 0.30 2.00 3.00 1.00 Final Sat.: 3502 5187 1615 3502 3610 1615 3502 4602 508 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.38 0.00 0.24 0.07 0.03 0.13 0.13 0.12 0.16 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.53 0.53 0.06 0.47 0.47 0.09 0.17 0.17 0.16 0.24 0.24 Volume/Cap: 0.24 0.26 0.73 0.01 0.51 0.15 0.29 0.73 0.73 0.73 0.65 0.06 Delay/Veh: 40.4 13.1 21.5 44.2 18.9 15.3 42.9 42.2 42.2 44.7 35.3 29.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.4 13.1 21.5 44.2 18.9 15.3 42.9 42.2 42.2 44.7 35.3 29.1 HCM2kAvg: 2 4 16 0 9 2 2 8 8 8 9 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.713 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 24.0 Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 12 1337 599 0 1219 57 19 50 8 773 192 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1337 599 0 1219 57 19 50 8 773 192 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 13 1407 631 0 1283 60 20 53 8 814 202 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 1407 631 0 1283 60 20 53 8 814 202 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 13 1407 631 0 1283 60 20 53 8 814 202 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 1.00 0.90 0.90 0.95 0.98 0.98 0.92 1.00 1.00 Lanes: 1.00 3.00 1.00 1.00 2.87 0.13 1.00 0.86 0.14 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1900 4921 230 1805 1604 257 3502 1900 1900 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.27 0.39 0.00 0.26 0.26 0.01 0.03 0.03 0.23 0.11 0.00 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.50 0.50 0.00 0.46 0.46 0.13 0.06 0.06 0.30 0.23 0.00 Volume/Cap: 0.07 0.54 0.78 0.00 0.57 0.57 0.09 0.55 0.55 0.78 0.46 0.00 Delay/Veh: 40.5 17.3 25.2 0.0 20.3 20.3 38.5 51.3 51.3 35.8 34.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.5 17.3 25.2 0.0 20.3 20.3 38.5 51.3 51.3 35.8 34.0 0.0 HCM2kAvg: 0 10 17 0 10 10 1 3 3 14 6 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.862 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 36.6 Optimal Cycle: 83 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 113 1142 14 322 1396 282 482 787 101 106 1111 324 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 1142 14 322 1396 282 482 787 101 106 1111 324 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 119 1202 15 339 1469 297 507 828 106 112 1169 341 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 1202 15 339 1469 297 507 828 106 112 1169 341 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 119 1202 15 339 1469 297 507 828 106 112 1169 341 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.96 0.04 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 5114 63 1805 5187 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.24 0.24 0.19 0.28 0.18 0.14 0.16 0.07 0.03 0.23 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.27 0.27 0.22 0.40 0.57 0.17 0.31 0.31 0.12 0.26 0.26 Volume/Cap: 0.71 0.86 0.86 0.86 0.71 0.32 0.86 0.51 0.21 0.27 0.86 0.81 Delay/Veh: 57.5 40.3 40.3 55.1 26.5 11.7 52.9 28.4 25.5 40.6 41.1 45.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.5 40.3 40.3 55.1 26.5 11.7 52.9 28.4 25.5 40.6 41.1 45.6 HCM2kAvg: 5 15 15 14 14 5 11 7 2 2 14 12 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.425 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 13.7 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 47 1126 96 161 1242 68 24 26 27 63 40 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1126 96 161 1242 68 24 26 27 63 40 50 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 49 1185 101 169 1307 72 25 27 28 66 42 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1185 101 169 1307 72 25 27 28 66 42 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 49 1185 101 169 1307 72 25 27 28 66 42 53 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.54 0.92 0.92 0.68 0.92 0.92 Lanes: 1.00 2.76 0.24 1.00 2.84 0.16 1.00 0.49 0.51 1.00 0.44 0.56 Final Sat.: 1805 4722 403 1805 4878 267 1022 861 894 1286 774 968 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.25 0.25 0.09 0.27 0.27 0.02 0.03 0.03 0.05 0.05 0.05 Crit Moves: **** **** **** Green/Cycle: 0.15 0.59 0.59 0.22 0.66 0.66 0.13 0.13 0.13 0.13 0.13 0.13 Volume/Cap: 0.18 0.42 0.42 0.42 0.40 0.40 0.19 0.25 0.25 0.40 0.42 0.42 Delay/Veh: 37.6 11.3 11.3 34.2 7.8 7.8 39.7 39.8 39.8 41.7 41.5 41.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.6 11.3 11.3 34.2 7.8 7.8 39.7 39.8 39.8 41.7 41.5 41.5 HCM2kAvg: 1 7 7 5 7 7 1 2 2 3 3 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.631 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.5 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 291 1064 198 136 1085 166 111 143 137 136 204 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 291 1064 198 136 1085 166 111 143 137 136 204 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 306 1120 208 143 1142 175 117 151 144 143 215 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 306 1120 208 143 1142 175 117 151 144 143 215 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 306 1120 208 143 1142 175 117 151 144 143 215 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.44 0.88 0.88 0.46 0.90 0.90 Lanes: 1.00 2.53 0.47 1.00 2.60 0.40 1.00 1.02 0.98 1.00 1.35 0.65 Final Sat.: 1805 4268 794 1805 4409 675 827 1709 1637 870 2311 1122 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.26 0.26 0.08 0.26 0.26 0.14 0.09 0.09 0.16 0.09 0.09 Crit Moves: **** **** **** Green/Cycle: 0.27 0.52 0.52 0.16 0.41 0.41 0.26 0.26 0.26 0.26 0.26 0.26 Volume/Cap: 0.63 0.50 0.50 0.50 0.63 0.63 0.54 0.34 0.34 0.63 0.36 0.36 Delay/Veh: 34.9 15.7 15.7 40.0 24.1 24.1 34.6 30.2 30.2 38.4 30.4 30.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 34.9 15.7 15.7 40.0 24.1 24.1 34.6 30.2 30.2 38.4 30.4 30.4 HCM2kAvg: 9 9 9 5 11 11 8 4 4 9 4 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.822 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 29.1 Optimal Cycle: 71 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 356 1529 100 67 1432 131 139 122 169 104 388 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 1529 100 67 1432 131 139 122 169 104 388 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 375 1609 105 71 1507 138 146 128 178 109 408 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 375 1609 105 71 1507 138 146 128 178 109 408 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 375 1609 105 71 1507 138 146 128 178 109 408 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.95 0.87 0.87 0.95 0.92 0.92 Lanes: 1.00 2.82 0.18 1.00 2.75 0.25 1.00 1.00 1.00 1.00 1.59 0.41 Final Sat.: 1805 4825 316 1805 4690 429 1805 1648 1648 1805 2790 712 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.33 0.33 0.04 0.32 0.32 0.08 0.08 0.11 0.06 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.55 0.55 0.10 0.39 0.39 0.28 0.18 0.18 0.30 0.18 0.18 Volume/Cap: 0.82 0.61 0.61 0.40 0.82 0.82 0.58 0.44 0.61 0.36 0.82 0.82 Delay/Veh: 46.7 15.9 15.9 43.8 30.2 30.2 32.7 37.2 40.1 27.4 48.2 48.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.7 15.9 15.9 43.8 30.2 30.2 32.7 37.2 40.1 27.4 48.2 48.2 HCM2kAvg: 14 12 12 3 17 17 5 4 6 3 10 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.759 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 21.6 Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 403 1962 0 0 1200 582 0 0 0 264 1 373 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 403 1962 0 0 1200 582 0 0 0 264 1 373 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 424 2065 0 0 1263 613 0 0 0 278 1 393 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 424 2065 0 0 1263 613 0 0 0 278 1 393 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 424 2065 0 0 1263 613 0 0 0 278 1 393 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.83 0.83 0.83 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.41 0.01 1.58 Final Sat.: 3502 5187 0 0 5187 1615 0 0 0 2233 5 2503 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.40 0.00 0.00 0.24 0.38 0.00 0.00 0.00 0.12 0.21 0.16 Crit Moves: **** **** **** Green/Cycle: 0.16 0.57 0.00 0.00 0.50 0.50 0.00 0.00 0.00 0.28 0.28 0.28 Volume/Cap: 0.76 0.69 0.00 0.00 0.49 0.76 0.00 0.00 0.00 0.44 0.76 0.56 Delay/Veh: 46.2 15.9 0.0 0.0 16.7 24.4 0.0 0.0 0.0 29.8 36.7 31.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 15.9 0.0 0.0 16.7 24.4 0.0 0.0 0.0 29.8 36.7 31.3 HCM2kAvg: 8 16 0 0 9 17 0 0 0 6 12 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.847 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 31.2 Optimal Cycle: 71 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1405 212 492 973 0 959 2 270 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1405 212 492 973 0 959 2 270 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1479 223 518 1024 0 1009 2 284 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1479 223 518 1024 0 1009 2 284 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1479 223 518 1024 0 1009 2 284 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.92 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.61 0.39 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4417 666 3502 5187 0 3223 7 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.33 0.33 0.15 0.20 0.00 0.31 0.31 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.40 0.40 0.17 0.44 0.00 0.37 0.37 0.37 0.00 0.00 0.00 Volume/Cap: 0.00 0.85 0.85 0.85 0.45 0.00 0.85 0.85 0.48 0.00 0.00 0.00 Delay/Veh: 0.0 31.0 31.0 50.6 19.9 0.0 34.7 34.7 24.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 31.0 31.0 50.6 19.9 0.0 34.7 34.7 24.7 0.0 0.0 0.0 HCM2kAvg: 0 18 18 11 7 0 19 19 7 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.869 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 31.4 Optimal Cycle: 79 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 510 0 270 0 555 414 29 939 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 510 0 270 0 555 414 29 939 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 537 0 284 0 584 436 31 988 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 537 0 284 0 584 436 31 988 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 537 0 284 0 584 436 31 988 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.18 0.00 0.31 0.27 0.02 0.52 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.32 0.00 0.32 0.00 0.52 0.52 0.10 0.56 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.55 0.00 0.59 0.52 0.17 0.93 0.00 Delay/Veh: 0.0 0.0 0.0 54.4 0.0 29.4 0.0 17.7 16.4 41.5 33.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 54.4 0.0 29.4 0.0 17.7 16.4 41.5 33.8 0.0 HCM2kAvg: 0 0 0 21 0 8 0 13 9 1 32 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.771 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 23.6 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 366 0 72 0 0 0 142 923 0 0 602 431 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 366 0 72 0 0 0 142 923 0 0 602 431 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 385 0 76 0 0 0 149 972 0 0 634 454 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 385 0 76 0 0 0 149 972 0 0 634 454 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 385 0 76 0 0 0 149 972 0 0 634 454 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.05 0.00 0.00 0.00 0.08 0.51 0.00 0.00 0.33 0.28 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.14 0.62 0.00 0.00 0.55 0.55 Volume/Cap: 0.82 0.00 0.18 0.00 0.00 0.00 0.61 0.82 0.00 0.00 0.61 0.52 Delay/Veh: 46.2 0.0 29.0 0.0 0.0 0.0 45.2 19.5 0.0 0.0 16.6 14.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 0.0 29.0 0.0 0.0 0.0 45.2 19.5 0.0 0.0 16.6 14.9 HCM2kAvg: 14 0 2 0 0 0 6 25 0 0 14 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:58 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.410 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 17.4 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1007 300 0 1183 385 0 0 0 185 0 414 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1007 300 0 1183 385 0 0 0 185 0 414 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1060 0 0 1245 0 0 0 0 195 0 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1060 0 0 1245 0 0 0 0 195 0 436 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1060 0 0 1245 0 0 0 0 195 0 436 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.31 0.00 1.69 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2195 0 2836 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.09 0.00 0.15 Crit Moves: **** **** **** Green/Cycle: 0.00 0.47 0.00 0.00 0.55 0.00 0.00 0.00 0.00 0.35 0.00 0.35 Volume/Cap: 0.00 0.43 0.00 0.00 0.44 0.00 0.00 0.00 0.00 0.25 0.00 0.44 Delay/Veh: 0.0 17.7 0.0 0.0 13.5 0.0 0.0 0.0 0.0 23.1 0.0 25.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.7 0.0 0.0 13.5 0.0 0.0 0.0 0.0 23.1 0.0 25.1 HCM2kAvg: 0 7 0 0 8 0 0 0 0 3 0 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.751 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.2 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1017 318 369 999 0 290 0 555 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1017 318 369 999 0 290 0 555 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1071 335 388 1052 0 305 0 584 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1071 335 388 1052 0 305 0 584 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1071 335 388 1052 0 305 0 584 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.89 1.00 0.89 1.00 1.00 1.00 Lanes: 0.00 2.29 0.71 1.00 3.00 0.00 1.34 0.00 1.66 0.00 0.00 0.00 Final Sat.: 0 3809 1191 1805 5187 0 2260 0 2788 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.28 0.22 0.20 0.00 0.14 0.00 0.21 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.29 0.51 0.00 0.28 0.00 0.28 0.00 0.00 0.00 Volume/Cap: 0.00 0.75 0.75 0.75 0.40 0.00 0.48 0.00 0.75 0.00 0.00 0.00 Delay/Veh: 0.0 29.0 29.0 38.5 15.2 0.0 30.2 0.0 35.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 29.0 29.0 38.5 15.2 0.0 30.2 0.0 35.6 0.0 0.0 0.0 HCM2kAvg: 0 14 14 13 7 0 6 0 12 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.880 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 35.3 Optimal Cycle: 90 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 70 458 82 58 852 329 253 795 84 341 1523 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 458 82 58 852 329 253 795 84 341 1523 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 74 482 86 61 897 346 266 837 88 359 1603 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 482 86 61 897 346 266 837 88 359 1603 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 74 482 86 61 897 346 266 837 88 359 1603 124 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.09 0.05 0.03 0.25 0.21 0.08 0.23 0.05 0.10 0.44 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.21 0.21 0.13 0.28 0.28 0.09 0.40 0.40 0.18 0.50 0.50 Volume/Cap: 0.68 0.45 0.26 0.26 0.89 0.77 0.89 0.57 0.14 0.57 0.89 0.15 Delay/Veh: 62.2 35.1 33.8 39.5 45.0 41.2 72.3 23.7 18.9 38.9 29.0 13.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.2 35.1 33.8 39.5 45.0 41.2 72.3 23.7 18.9 38.9 29.0 13.8 HCM2kAvg: 4 5 2 2 17 12 7 10 2 6 26 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2020 No Project

PM Peak Hour

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.936 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 38.8 Optimal Cycle: 124 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 539 0 738 249 504 0 0 558 361 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 539 0 738 249 504 0 0 558 361 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 567 0 777 262 531 0 0 587 380 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 567 0 777 262 531 0 0 587 380 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 567 0 777 262 531 0 0 587 380 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 1.00 0.85 0.95 0.91 0.91 1.00 0.91 0.85 Lanes: 0.00 0.00 2.00 2.00 0.00 1.00 1.00 3.00 0.00 1.00 3.00 1.00 Final Sat.: 0 0 3610 3618 0 1615 1805 5187 0 1900 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.16 0.00 0.48 0.15 0.10 0.00 0.00 0.11 0.24 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.51 0.00 0.51 0.16 0.26 0.00 0.00 0.25 0.25 Volume/Cap: 0.00 0.00 0.00 0.31 0.00 0.94 0.94 0.40 0.00 0.00 0.45 0.94 Delay/Veh: 0.0 0.0 0.0 14.1 0.0 40.5 78.8 31.0 0.0 0.0 31.9 65.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.1 0.0 40.5 78.8 31.0 0.0 0.0 31.9 65.8 HCM2kAvg: 0 0 0 5 0 27 12 5 0 0 5 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.602 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.4 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 58 1256 253 167 1303 19 25 56 12 432 238 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 1256 253 167 1303 19 25 56 12 432 238 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 1322 266 176 1372 20 26 59 13 455 251 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 1322 266 176 1372 20 26 59 13 455 251 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 61 1322 266 176 1372 20 26 59 13 455 251 124 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.93 0.93 0.95 0.90 0.90 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.65 0.35 1.00 1.34 0.66 Final Sat.: 3502 5187 1615 3502 5187 1615 1805 2896 620 1805 2293 1137 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.25 0.16 0.05 0.26 0.01 0.01 0.02 0.02 0.25 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.38 0.38 0.09 0.41 0.41 0.16 0.06 0.06 0.39 0.29 0.29 Volume/Cap: 0.29 0.67 0.43 0.56 0.65 0.03 0.09 0.34 0.34 0.65 0.38 0.38 Delay/Veh: 45.7 26.7 23.5 45.9 24.4 17.7 36.0 46.1 46.1 26.9 28.5 28.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.7 26.7 23.5 45.9 24.4 17.7 36.0 46.1 46.1 26.9 28.5 28.5 HCM2kAvg: 1 12 6 4 12 0 1 1 1 13 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.555 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.2 Optimal Cycle: 30 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 379 485 206 608 357 782 882 0 612 206 0 200 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 379 485 206 608 357 782 882 0 612 206 0 200 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 399 511 0 640 376 0 928 0 644 217 0 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 511 0 640 376 0 928 0 644 217 0 211 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 399 511 0 640 376 0 928 0 644 217 0 211 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 0.92 0.91 1.00 0.92 1.00 0.75 0.92 1.00 0.75 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3502 6916 1900 3502 5187 1900 3502 0 2842 3502 0 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.11 0.07 0.00 0.18 0.07 0.00 0.27 0.00 0.23 0.06 0.00 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.26 0.12 0.00 0.31 0.17 0.00 0.45 0.00 0.59 0.18 0.00 0.37 Volume/Cap: 0.43 0.59 0.00 0.59 0.43 0.00 0.59 0.00 0.38 0.34 0.00 0.20 Delay/Veh: 30.8 42.5 0.0 30.2 37.6 0.0 21.4 0.0 10.9 36.2 0.0 21.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.8 42.5 0.0 30.2 37.6 0.0 21.4 0.0 10.9 36.2 0.0 21.6 HCM2kAvg: 6 5 0 9 4 0 12 0 5 3 0 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.312 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 19.5 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 176 1006 73 131 972 71 29 17 93 71 14 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 1006 73 131 972 71 29 17 93 71 14 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 185 1059 77 138 1023 75 31 18 98 75 15 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 1059 77 138 1023 75 31 18 98 75 15 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 185 1059 77 138 1023 75 31 18 98 75 15 37 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 0.92 0.90 0.90 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.73 0.27 2.00 3.73 0.27 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3502 6384 463 3502 6381 466 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.17 0.17 0.04 0.16 0.16 0.01 0.00 0.06 0.02 0.00 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.53 0.53 0.13 0.48 0.48 0.13 0.19 0.19 0.07 0.13 0.26 Volume/Cap: 0.30 0.31 0.31 0.31 0.34 0.34 0.07 0.03 0.31 0.31 0.03 0.09 Delay/Veh: 35.8 13.2 13.2 40.2 16.3 16.3 38.1 32.6 35.1 45.1 37.9 28.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.8 13.2 13.2 40.2 16.3 16.3 38.1 32.6 35.1 45.1 37.9 28.3 HCM2kAvg: 3 5 5 2 5 5 0 0 3 1 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.461 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.3 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 115 317 87 552 245 338 249 324 24 76 396 689 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 317 87 552 245 338 249 324 24 76 396 689 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 121 334 92 581 258 356 262 341 25 80 417 725 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 334 92 581 258 356 262 341 25 80 417 725 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 121 334 92 581 258 356 262 341 25 80 417 725 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.88 0.88 0.92 0.83 0.83 0.92 0.90 0.90 0.95 0.91 0.75 Lanes: 2.00 2.35 0.65 2.00 2.00 1.00 2.00 2.79 0.21 1.00 3.00 2.00 Final Sat.: 3502 3940 1081 3502 3157 1579 3502 4781 354 1805 5187 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.08 0.08 0.17 0.08 0.23 0.07 0.07 0.07 0.04 0.08 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.19 0.19 0.37 0.49 0.49 0.16 0.19 0.19 0.16 0.19 0.57 Volume/Cap: 0.46 0.44 0.44 0.44 0.17 0.46 0.46 0.37 0.37 0.27 0.42 0.45 Delay/Veh: 45.6 36.1 36.1 23.8 14.2 17.1 38.5 35.3 35.3 37.2 35.6 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.6 36.1 36.1 23.8 14.2 17.1 38.5 35.3 35.3 37.2 35.6 12.8 HCM2kAvg: 2 4 4 7 2 7 4 4 4 2 4 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM No Project Mon Oct 31, 2005 10:44:59 Page 25-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.666 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.1 Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 431 1593 39 551 2178 127 129 390 309 35 558 221 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 431 1593 39 551 2178 127 129 390 309 35 558 221 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 454 1677 41 580 2293 134 136 411 325 37 587 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 454 1677 41 580 2293 134 136 411 325 37 587 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 454 1677 41 580 2293 134 136 411 325 37 587 233 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 6916 1615 3502 6916 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.24 0.03 0.17 0.33 0.08 0.04 0.08 0.20 0.01 0.11 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.41 0.41 0.28 0.50 0.50 0.06 0.13 0.32 0.10 0.17 0.45 Volume/Cap: 0.67 0.59 0.06 0.59 0.67 0.17 0.65 0.61 0.62 0.11 0.67 0.32 Delay/Veh: 39.9 23.3 17.9 32.0 19.5 13.9 52.8 42.6 30.8 41.2 40.9 17.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 23.3 17.9 32.0 19.5 13.9 52.8 42.6 30.8 41.2 40.9 17.9 HCM2kAvg: 8 10 1 9 14 2 3 5 9 1 7 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:21 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2020 PM No Project Command: 2020 PM NP Volume: 2020 PM No Project Geometry: 2020 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2020 PM No Project Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 1 GROVE AVE / 4 124 855 285 305 556 279 319 659 75 166 558 227 2 GROVE AVE. / 147 1192 323 58 725 167 239 1379 103 439 1467 10 3 GROVE AVE. / 26 1597 763 2 1199 65 47 146 7 814 169 18 4 GROVE AVE. / 180 1588 61 376 1294 350 404 1483 62 52 1654 393 5 GROVE AVE. / 92 1692 87 89 1251 69 107 23 111 100 69 30 6 GROVE AVE. / 134 1272 100 88 1217 183 155 389 359 127 307 157 7 GROVE AVE. / 347 1403 193 251 1273 183 176 619 294 129 361 101 8 GROVE AVE. / 244 1584 0 0 1043 649 0 0 0 237 1 217 9 GROVE AVE. / 0 1133 126 237 1042 0 694 1 396 0 0 0 10 I-10 EB RAMPS 0 0 0 547 0 300 0 694 702 52 879 0 11 I-10 WB RAMPS 353 0 113 0 0 0 310 932 0 0 578 282 12 VINEYARD AVE. 0 2177 477 0 882 342 0 0 0 234 0 722 13 VINEYARD AVE. 0 1953 281 117 999 0 701 0 606 0 0 0 14 VINEYARD AVE. 78 807 201 143 830 186 278 995 297 170 1083 175 15 VINEYARD AVE. 0 0 0 690 0 607 535 813 0 0 653 551 16 ARCHIBALD AVE 135 1447 613 185 1730 27 83 412 68 370 122 41 17 ARCHIBALD AVE 947 712 186 462 510 1196 1228 0 641 319 0 255 18 ARCHIBALD AVE 187 1379 220 271 1160 39 358 158 247 106 42 109 19 ARCHIBALD AVE 81 664 288 658 406 449 372 670 77 271 560 750 20 HAVEN AVE. / 439 2284 55 480 1971 182 113 813 437 24 887 583 Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 33.2 0.735 C 33.2 0.735 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 32.1 0.756 C 32.1 0.756 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 33.0 0.901 C 33.0 0.901 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. E 65.7 1.101 E 65.7 1.101 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 15.0 0.560 B 15.0 0.560 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 25.7 0.721 C 25.7 0.721 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. D 42.7 0.933 D 42.7 0.933 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 16.2 0.684 B 16.2 0.684 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 24.7 0.626 C 24.7 0.626 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. C 32.8 0.857 C 32.8 0.857 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 27.5 0.768 C 27.5 0.768 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS C 21.1 0.731 C 21.1 0.731 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 26.7 0.861 C 26.7 0.861 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. C 30.7 0.747 C 30.7 0.747 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. E 69.5 1.160 E 69.5 1.160 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE C 33.9 0.885 C 33.9 0.885 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 33.3 0.806 C 33.3 0.806 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. C 26.0 0.568 C 26.0 0.568 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 33.8 0.774 C 33.8 0.774 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 31.7 0.828 C 31.7 0.828 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 4-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.735 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.2 Optimal Cycle: 53 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 124 855 285 305 556 279 319 659 75 166 558 227 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 855 285 305 556 279 319 659 75 166 558 227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 131 900 300 321 585 294 336 694 79 175 587 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 900 300 321 585 294 336 694 79 175 587 239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 131 900 300 321 585 294 336 694 79 175 587 239 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.90 0.90 0.92 0.94 0.94 0.92 0.91 0.91 Lanes: 2.00 2.00 1.00 2.00 1.33 0.67 2.00 1.80 0.20 2.00 1.42 0.58 Final Sat.: 3502 3610 1615 3502 2284 1146 3502 3193 363 3502 2456 999 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.19 0.09 0.26 0.26 0.10 0.22 0.22 0.05 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.34 0.34 0.12 0.38 0.38 0.13 0.36 0.36 0.10 0.33 0.33 Volume/Cap: 0.42 0.73 0.55 0.73 0.68 0.68 0.73 0.61 0.61 0.51 0.73 0.73 Delay/Veh: 44.1 31.4 28.0 48.5 27.7 27.7 47.9 27.2 27.2 44.0 32.5 32.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.1 31.4 28.0 48.5 27.7 27.7 47.9 27.2 27.2 44.0 32.5 32.5 HCM2kAvg: 3 13 8 7 12 12 7 10 10 3 13 13 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.756 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 32.1 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 147 1192 323 58 725 167 239 1379 103 439 1467 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 147 1192 323 58 725 167 239 1379 103 439 1467 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 155 1255 340 61 763 176 252 1452 108 462 1544 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 155 1255 340 61 763 176 252 1452 108 462 1544 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 155 1255 340 61 763 176 252 1452 108 462 1544 11 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.90 0.90 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.79 0.21 2.00 3.00 1.00 Final Sat.: 3502 5187 1615 3502 3610 1615 3502 4778 357 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.24 0.21 0.02 0.21 0.11 0.07 0.30 0.30 0.13 0.30 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.31 0.31 0.06 0.29 0.29 0.11 0.39 0.39 0.17 0.45 0.45 Volume/Cap: 0.54 0.79 0.69 0.29 0.74 0.38 0.67 0.79 0.79 0.79 0.67 0.01 Delay/Veh: 46.4 34.4 34.4 45.7 35.2 29.1 47.5 29.3 29.3 47.0 22.7 15.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.4 34.4 34.4 45.7 35.2 29.1 47.5 29.3 29.3 47.0 22.7 15.5 HCM2kAvg: 3 14 10 1 12 5 5 16 16 9 13 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.901 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.0 Optimal Cycle: 100 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 26 1597 763 2 1199 65 47 146 7 814 169 18 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 1597 763 2 1199 65 47 146 7 814 169 18 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 27 1681 803 2 1262 68 49 154 7 857 178 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1681 803 2 1262 68 49 154 7 857 178 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 27 1681 803 2 1262 68 49 154 7 857 178 19 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 0.99 0.99 0.92 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.85 0.15 1.00 0.95 0.05 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4881 265 1805 1800 86 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.32 0.50 0.00 0.26 0.26 0.03 0.09 0.09 0.24 0.09 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.52 0.52 0.06 0.47 0.47 0.13 0.09 0.09 0.25 0.21 0.21 Volume/Cap: 0.14 0.63 0.96 0.02 0.55 0.55 0.20 0.96 0.96 0.96 0.45 0.06 Delay/Veh: 40.7 17.7 45.5 44.3 19.3 19.3 39.0 104 103.5 58.2 35.3 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 17.7 45.5 44.3 19.3 19.3 39.0 104 103.5 58.2 35.3 31.7 HCM2kAvg: 1 13 30 0 10 10 2 9 9 19 5 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.101 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 65.7 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 180 1588 61 376 1294 350 404 1483 62 52 1654 393 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1588 61 376 1294 350 404 1483 62 52 1654 393 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 189 1672 64 396 1362 368 425 1561 65 55 1741 414 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 189 1672 64 396 1362 368 425 1561 65 55 1741 414 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 189 1672 64 396 1362 368 425 1561 65 55 1741 414 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.89 0.11 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 4965 191 1805 5187 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.34 0.34 0.22 0.26 0.23 0.12 0.30 0.04 0.02 0.34 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.31 0.31 0.20 0.36 0.47 0.11 0.35 0.35 0.07 0.30 0.30 Volume/Cap: 0.73 1.10 1.10 1.10 0.73 0.48 1.10 0.87 0.12 0.23 1.10 0.84 Delay/Veh: 50.8 90.4 90.4 117.6 29.2 18.6 120.4 35.5 22.4 44.5 90.4 44.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 50.8 90.4 90.4 117.6 29.2 18.6 120.4 35.5 22.4 44.5 90.4 44.7 HCM2kAvg: 7 29 29 22 13 8 13 18 1 1 29 15 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.560 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 15.0 Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 92 1692 87 89 1251 69 107 23 111 100 69 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1692 87 89 1251 69 107 23 111 100 69 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 97 1781 92 94 1317 73 113 24 117 105 73 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 1781 92 94 1317 73 113 24 117 105 73 32 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 97 1781 92 94 1317 73 113 24 117 105 73 32 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.59 0.88 0.88 0.50 0.96 0.96 Lanes: 1.00 2.85 0.15 1.00 2.84 0.16 1.00 0.17 0.83 1.00 0.70 0.30 Final Sat.: 1805 4899 252 1805 4877 269 1112 286 1379 950 1265 550 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.36 0.36 0.05 0.27 0.27 0.10 0.08 0.08 0.11 0.06 0.06 Crit Moves: **** **** **** Green/Cycle: 0.13 0.65 0.65 0.09 0.61 0.61 0.20 0.20 0.20 0.20 0.20 0.20 Volume/Cap: 0.40 0.56 0.56 0.56 0.44 0.44 0.51 0.43 0.43 0.56 0.29 0.29 Delay/Veh: 40.6 9.9 9.9 47.6 10.7 10.7 37.8 36.0 36.0 39.9 34.6 34.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.6 9.9 9.9 47.6 10.7 10.7 37.8 36.0 36.0 39.9 34.6 34.6 HCM2kAvg: 3 11 11 4 8 8 6 4 4 6 3 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.721 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 25.7 Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 134 1272 100 88 1217 183 155 389 359 127 307 157 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 1272 100 88 1217 183 155 389 359 127 307 157 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 141 1339 105 93 1281 193 163 409 378 134 323 165 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 141 1339 105 93 1281 193 163 409 378 134 323 165 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 141 1339 105 93 1281 193 163 409 378 134 323 165 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.39 0.88 0.88 0.23 0.90 0.90 Lanes: 1.00 2.78 0.22 1.00 2.61 0.39 1.00 1.04 0.96 1.00 1.32 0.68 Final Sat.: 1805 4756 374 1805 4419 664 737 1742 1608 431 2267 1159 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.28 0.28 0.05 0.29 0.29 0.22 0.24 0.24 0.31 0.14 0.14 Crit Moves: **** **** **** Green/Cycle: 0.11 0.42 0.42 0.09 0.40 0.40 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.72 0.67 0.67 0.57 0.72 0.72 0.52 0.55 0.55 0.72 0.33 0.33 Delay/Veh: 55.5 24.2 24.2 48.6 26.5 26.5 22.3 21.7 21.7 36.5 19.1 19.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.5 24.2 24.2 48.6 26.5 26.5 22.3 21.7 21.7 36.5 19.1 19.1 HCM2kAvg: 6 13 13 4 14 14 10 9 9 16 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.933 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 42.7 Optimal Cycle: 121 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 347 1403 193 251 1273 183 176 619 294 129 361 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 347 1403 193 251 1273 183 176 619 294 129 361 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 365 1477 203 264 1340 193 185 652 309 136 380 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 1477 203 264 1340 193 185 652 309 136 380 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 365 1477 203 264 1340 193 185 652 309 136 380 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.95 0.90 0.90 0.95 0.92 0.92 Lanes: 1.00 2.64 0.36 1.00 2.62 0.38 1.00 1.36 0.64 1.00 1.56 0.44 Final Sat.: 1805 4478 616 1805 4449 640 1805 2330 1107 1805 2728 763 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.33 0.33 0.15 0.30 0.30 0.10 0.28 0.28 0.08 0.14 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.37 0.37 0.17 0.32 0.32 0.40 0.30 0.30 0.30 0.22 0.22 Volume/Cap: 0.93 0.88 0.88 0.88 0.93 0.93 0.48 0.93 0.93 0.61 0.64 0.64 Delay/Veh: 67.6 34.5 34.5 65.7 43.0 43.0 22.0 48.7 48.7 33.9 37.2 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.6 34.5 34.5 65.7 43.0 43.0 22.0 48.7 48.7 33.9 37.2 37.2 HCM2kAvg: 16 19 19 12 20 20 5 19 19 5 8 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.684 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 16.2 Optimal Cycle: 40 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 244 1584 0 0 1043 649 0 0 0 237 1 217 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 244 1584 0 0 1043 649 0 0 0 237 1 217 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 257 1667 0 0 1098 683 0 0 0 249 1 228 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 257 1667 0 0 1098 683 0 0 0 249 1 228 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 257 1667 0 0 1098 683 0 0 0 249 1 228 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.52 0.01 1.47 Final Sat.: 3502 5187 0 0 5187 1615 0 0 0 2487 7 2415 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.32 0.00 0.00 0.21 0.42 0.00 0.00 0.00 0.10 0.15 0.09 Crit Moves: **** **** **** Green/Cycle: 0.11 0.61 0.00 0.00 0.62 0.62 0.00 0.00 0.00 0.21 0.21 0.21 Volume/Cap: 0.68 0.53 0.00 0.00 0.34 0.68 0.00 0.00 0.00 0.47 0.68 0.44 Delay/Veh: 48.2 11.3 0.0 0.0 9.3 14.6 0.0 0.0 0.0 34.6 39.0 34.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.2 11.3 0.0 0.0 9.3 14.6 0.0 0.0 0.0 34.6 39.0 34.4 HCM2kAvg: 5 10 0 0 5 15 0 0 0 5 9 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.626 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.7 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1133 126 237 1042 0 694 1 396 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1133 126 237 1042 0 694 1 396 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1193 133 249 1097 0 731 1 417 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1193 133 249 1097 0 731 1 417 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1193 133 249 1097 0 731 1 417 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.92 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.70 0.30 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4598 511 3502 5187 0 3225 5 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 0.07 0.21 0.00 0.23 0.23 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.41 0.41 0.11 0.41 0.00 0.41 0.41 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.63 0.63 0.63 0.51 0.00 0.55 0.55 0.63 0.00 0.00 0.00 Delay/Veh: 0.0 23.8 23.8 45.4 22.2 0.0 22.8 22.8 25.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.8 23.8 45.4 22.2 0.0 22.8 22.8 25.2 0.0 0.0 0.0 HCM2kAvg: 0 11 11 5 9 0 10 10 11 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.857 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 32.8 Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 547 0 300 0 694 702 52 879 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 547 0 300 0 694 702 52 879 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 576 0 316 0 731 739 55 925 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 576 0 316 0 731 739 55 925 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 576 0 316 0 731 739 55 925 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.20 0.00 0.38 0.46 0.03 0.49 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.52 0.52 0.07 0.53 0.00 Volume/Cap: 0.00 0.00 0.00 0.92 0.00 0.56 0.00 0.73 0.87 0.44 0.92 0.00 Delay/Veh: 0.0 0.0 0.0 49.3 0.0 27.7 0.0 21.3 31.0 47.2 33.8 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 49.3 0.0 27.7 0.0 21.3 31.0 47.2 33.8 0.0 HCM2kAvg: 0 0 0 22 0 8 0 18 23 2 30 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.768 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.5 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 353 0 113 0 0 0 310 932 0 0 578 282 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 353 0 113 0 0 0 310 932 0 0 578 282 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 372 0 119 0 0 0 326 981 0 0 608 297 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 372 0 119 0 0 0 326 981 0 0 608 297 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 372 0 119 0 0 0 326 981 0 0 608 297 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.07 0.00 0.00 0.00 0.18 0.52 0.00 0.00 0.32 0.18 Crit Moves: **** **** **** Green/Cycle: 0.25 0.00 0.25 0.00 0.00 0.00 0.25 0.63 0.00 0.00 0.44 0.44 Volume/Cap: 0.82 0.00 0.29 0.00 0.00 0.00 0.73 0.82 0.00 0.00 0.73 0.42 Delay/Veh: 46.7 0.0 30.7 0.0 0.0 0.0 40.3 18.9 0.0 0.0 26.3 19.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.7 0.0 30.7 0.0 0.0 0.0 40.3 18.9 0.0 0.0 26.3 19.6 HCM2kAvg: 14 0 3 0 0 0 11 25 0 0 16 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.731 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 21.1 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2177 477 0 882 342 0 0 0 234 0 722 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2177 477 0 882 342 0 0 0 234 0 722 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2292 0 0 928 0 0 0 0 246 0 760 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2292 0 0 928 0 0 0 0 246 0 760 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2292 0 0 928 0 0 0 0 246 0 760 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.24 0.00 1.76 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2073 0 2923 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.44 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.12 0.00 0.26 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.00 0.00 0.47 0.00 0.00 0.00 0.00 0.33 0.00 0.33 Volume/Cap: 0.00 0.78 0.00 0.00 0.38 0.00 0.00 0.00 0.00 0.36 0.00 0.78 Delay/Veh: 0.0 18.2 0.0 0.0 17.3 0.0 0.0 0.0 0.0 25.3 0.0 33.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.2 0.0 0.0 17.3 0.0 0.0 0.0 0.0 25.3 0.0 33.1 HCM2kAvg: 0 20 0 0 6 0 0 0 0 5 0 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.861 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 26.7 Optimal Cycle: 76 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1953 281 117 999 0 701 0 606 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1953 281 117 999 0 701 0 606 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2056 296 123 1052 0 738 0 638 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2056 296 123 1052 0 738 0 638 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2056 296 123 1052 0 738 0 638 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.91 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 2.62 0.38 1.00 3.00 0.00 1.54 0.00 1.46 0.00 0.00 0.00 Final Sat.: 0 4448 640 1805 5187 0 2644 0 2519 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.46 0.46 0.07 0.20 0.00 0.28 0.00 0.25 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.54 0.54 0.08 0.48 0.00 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.00 0.86 0.86 0.86 0.43 0.00 0.86 0.00 0.78 0.00 0.00 0.00 Delay/Veh: 0.0 23.0 23.0 83.3 17.4 0.0 36.7 0.0 32.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.0 23.0 83.3 17.4 0.0 36.7 0.0 32.9 0.0 0.0 0.0 HCM2kAvg: 0 24 24 6 7 0 17 0 14 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.747 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 30.7 Optimal Cycle: 55 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 78 807 201 143 830 186 278 995 297 170 1083 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 807 201 143 830 186 278 995 297 170 1083 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 82 849 212 151 874 196 293 1047 313 179 1140 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 849 212 151 874 196 293 1047 313 179 1140 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 82 849 212 151 874 196 293 1047 313 179 1140 184 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.16 0.13 0.08 0.24 0.12 0.08 0.29 0.19 0.05 0.32 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.26 0.26 0.13 0.32 0.32 0.11 0.44 0.44 0.09 0.42 0.42 Volume/Cap: 0.75 0.64 0.51 0.64 0.75 0.37 0.75 0.65 0.44 0.56 0.75 0.27 Delay/Veh: 70.3 34.3 33.0 47.2 32.8 26.4 50.7 22.8 19.6 45.7 26.4 19.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.3 34.3 33.0 47.2 32.8 26.4 50.7 22.8 19.6 45.7 26.4 19.0 HCM2kAvg: 4 9 6 6 13 5 6 13 7 4 16 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.160 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 69.5 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 690 0 607 535 813 0 0 653 551 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 690 0 607 535 813 0 0 653 551 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 726 0 639 563 856 0 0 687 580 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 726 0 639 563 856 0 0 687 580 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 726 0 639 563 856 0 0 687 580 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 1.00 0.85 0.95 0.91 0.91 1.00 0.91 0.85 Lanes: 0.00 0.00 2.00 2.00 0.00 1.00 1.00 3.00 0.00 1.00 3.00 1.00 Final Sat.: 0 0 3610 3618 0 1615 1805 5187 0 1900 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.40 0.31 0.16 0.00 0.00 0.13 0.36 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.34 0.00 0.34 0.27 0.42 0.00 0.00 0.31 0.31 Volume/Cap: 0.00 0.00 0.00 0.59 0.00 1.16 1.16 0.39 0.00 0.00 0.43 1.16 Delay/Veh: 0.0 0.0 0.0 27.9 0.0 123.5 129.2 20.0 0.0 0.0 27.6 126.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 27.9 0.0 123.5 129.2 20.0 0.0 0.0 27.6 126.7 HCM2kAvg: 0 0 0 10 0 34 32 6 0 0 6 31 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.885 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.9 Optimal Cycle: 92 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 135 1447 613 185 1730 27 83 412 68 370 122 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 1447 613 185 1730 27 83 412 68 370 122 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 142 1523 645 195 1821 28 87 434 72 389 128 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 1523 645 195 1821 28 87 434 72 389 128 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 1523 645 195 1821 28 87 434 72 389 128 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.93 0.93 0.95 0.91 0.91 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.72 0.28 1.00 1.50 0.50 Final Sat.: 3502 5187 1615 3502 5187 1615 1805 3034 501 1805 2599 874 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.29 0.40 0.06 0.35 0.02 0.05 0.14 0.14 0.22 0.05 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.45 0.45 0.06 0.44 0.44 0.20 0.16 0.16 0.24 0.20 0.20 Volume/Cap: 0.54 0.65 0.88 0.88 0.80 0.04 0.24 0.88 0.88 0.88 0.24 0.24 Delay/Veh: 46.8 21.9 37.5 78.2 26.3 16.0 33.7 56.2 56.2 55.2 33.6 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.8 21.9 37.5 78.2 26.3 16.0 33.7 56.2 56.2 55.2 33.6 33.6 HCM2kAvg: 3 13 22 6 18 0 2 11 11 16 2 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.806 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 33.3 Optimal Cycle: 59 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 947 712 186 462 510 1196 1228 0 641 319 0 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 947 712 186 462 510 1196 1228 0 641 319 0 255 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 997 749 0 486 537 0 1293 0 675 336 0 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 997 749 0 486 537 0 1293 0 675 336 0 268 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 997 749 0 486 537 0 1293 0 675 336 0 268 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 0.92 0.91 1.00 0.92 1.00 0.75 0.92 1.00 0.75 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3502 6916 1900 3502 5187 1900 3502 0 2842 3502 0 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.28 0.11 0.00 0.14 0.10 0.00 0.37 0.00 0.24 0.10 0.00 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.33 0.20 0.00 0.25 0.12 0.00 0.43 0.00 0.52 0.30 0.00 0.31 Volume/Cap: 0.86 0.55 0.00 0.55 0.86 0.00 0.86 0.00 0.46 0.32 0.00 0.30 Delay/Veh: 38.0 36.6 0.0 33.1 54.8 0.0 31.1 0.0 15.4 27.2 0.0 26.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.0 36.6 0.0 33.1 54.8 0.0 31.1 0.0 15.4 27.2 0.0 26.2 HCM2kAvg: 18 6 0 7 8 0 22 0 7 4 0 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.568 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.0 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 187 1379 220 271 1160 39 358 158 247 106 42 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 187 1379 220 271 1160 39 358 158 247 106 42 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 197 1452 232 285 1221 41 377 166 260 112 44 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 197 1452 232 285 1221 41 377 166 260 112 44 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 197 1452 232 285 1221 41 377 166 260 112 44 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 0.91 0.91 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.45 0.55 2.00 3.87 0.13 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3502 5839 932 3502 6658 224 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.25 0.25 0.08 0.18 0.18 0.11 0.05 0.16 0.03 0.01 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.44 0.44 0.14 0.44 0.44 0.22 0.28 0.28 0.06 0.12 0.27 Volume/Cap: 0.39 0.57 0.57 0.57 0.42 0.42 0.49 0.16 0.57 0.53 0.10 0.27 Delay/Veh: 39.5 21.5 21.5 41.6 19.6 19.6 34.6 27.1 32.5 48.2 39.1 29.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.5 21.5 21.5 41.6 19.6 19.6 34.6 27.1 32.5 48.2 39.1 29.4 HCM2kAvg: 3 10 10 5 7 7 6 2 7 3 1 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:22 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.774 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.8 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 81 664 288 658 406 449 372 670 77 271 560 750 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 664 288 658 406 449 372 670 77 271 560 750 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 85 699 303 693 427 473 392 705 81 285 589 789 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 699 303 693 427 473 392 705 81 285 589 789 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 85 699 303 693 427 473 392 705 81 285 589 789 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.87 0.87 0.92 0.84 0.84 0.92 0.90 0.90 0.95 0.91 0.75 Lanes: 2.00 2.09 0.91 2.00 2.00 1.00 2.00 2.69 0.31 1.00 3.00 2.00 Final Sat.: 3502 3455 1499 3502 3185 1592 3502 4583 527 1805 5187 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.20 0.20 0.13 0.30 0.11 0.15 0.15 0.16 0.11 0.28 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.26 0.26 0.26 0.43 0.43 0.20 0.20 0.20 0.20 0.20 0.46 Volume/Cap: 0.28 0.77 0.77 0.77 0.31 0.69 0.56 0.77 0.77 0.77 0.56 0.61 Delay/Veh: 43.2 37.2 37.2 38.8 18.8 24.7 37.1 41.7 41.7 47.4 36.5 21.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.2 37.2 37.2 38.8 18.8 24.7 37.1 41.7 41.7 47.4 36.5 21.1 HCM2kAvg: 2 11 11 12 4 13 6 10 10 11 6 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM No Project Mon Oct 31, 2005 10:45:23 Page 25-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 No Project PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.828 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.7 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 439 2284 55 480 1971 182 113 813 437 24 887 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 439 2284 55 480 1971 182 113 813 437 24 887 583 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 462 2404 58 505 2075 192 119 856 460 25 934 614 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 462 2404 58 505 2075 192 119 856 460 25 934 614 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 462 2404 58 505 2075 192 119 856 460 25 934 614 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 6916 1615 3502 6916 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.35 0.04 0.14 0.30 0.12 0.03 0.16 0.28 0.01 0.18 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.41 0.41 0.17 0.40 0.40 0.06 0.25 0.43 0.09 0.28 0.45 Volume/Cap: 0.74 0.85 0.09 0.85 0.74 0.29 0.57 0.66 0.67 0.08 0.65 0.85 Delay/Veh: 43.8 29.1 18.1 51.0 26.5 20.4 49.3 35.2 25.6 41.8 32.8 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.8 29.1 18.1 51.0 26.5 20.4 49.3 35.2 25.6 41.8 32.8 33.6 HCM2kAvg: 9 19 1 11 15 4 3 9 12 0 9 19 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2020 Project Opening Day

AM Peak Hour

2020 AM Thu May 5, 2005 12:58:37 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2020 AM Command: 2020 AM Volume: 2020 AM Geometry: 2020 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2020 AM Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 31.6 0.645 C 31.6 0.645 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 28.3 0.689 C 28.3 0.689 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 26.2 0.805 C 26.2 0.805 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. D 37.5 0.879 D 37.5 0.879 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 13.6 0.434 B 13.6 0.434 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 24.4 0.640 C 24.4 0.640 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. C 29.2 0.832 C 29.2 0.832 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS C 21.6 0.780 C 21.6 0.780 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 32.0 0.861 C 32.0 0.861 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. C 31.8 0.873 C 31.8 0.873 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 24.0 0.775 C 24.0 0.775 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS B 17.3 0.415 B 17.3 0.415 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 27.5 0.763 C 27.5 0.763 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. D 36.7 0.898 D 36.7 0.898 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. D 45.3 0.995 D 45.3 0.995 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE C 28.1 0.625 C 28.1 0.625 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 27.7 0.567 C 27.7 0.567 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. B 19.5 0.331 B 19.5 0.331 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 26.4 0.503 C 26.4 0.503 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 27.5 0.677 C 27.5 0.677 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.645 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.6 Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 77 581 133 336 712 143 231 433 61 211 602 200 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 581 133 336 712 143 231 433 61 211 602 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 81 612 140 354 749 151 243 456 64 222 634 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 612 140 354 749 151 243 456 64 222 634 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 81 612 140 354 749 151 243 456 64 222 634 211 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.93 0.93 0.90 0.93 0.93 0.90 0.91 0.91 Lanes: 2.00 2.00 1.00 2.00 1.67 0.33 2.00 1.75 0.25 2.00 1.50 0.50 Final Sat.: 3420 3610 1615 3420 2931 589 3420 3107 438 3420 2609 867 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.17 0.09 0.10 0.26 0.26 0.07 0.15 0.15 0.06 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.28 0.28 0.17 0.39 0.39 0.11 0.33 0.33 0.15 0.37 0.37 Volume/Cap: 0.39 0.61 0.31 0.61 0.66 0.66 0.66 0.45 0.45 0.45 0.66 0.66 Delay/Veh: 46.5 32.6 29.0 40.4 26.6 26.6 47.4 26.7 26.7 39.7 27.8 27.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.5 32.6 29.0 40.4 26.6 26.6 47.4 26.7 26.7 39.7 27.8 27.8 HCM2kAvg: 2 9 4 6 12 12 5 6 6 4 12 12 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.689 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.3 Optimal Cycle: 47 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 104 694 588 2 860 111 89 553 74 392 781 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 694 588 2 860 111 89 553 74 392 781 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 109 731 619 2 905 117 94 582 78 413 822 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 731 619 2 905 117 94 582 78 413 822 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 109 731 619 2 905 117 94 582 78 413 822 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.89 0.89 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.65 0.35 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4492 601 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.38 0.00 0.25 0.07 0.03 0.13 0.13 0.12 0.16 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.52 0.52 0.06 0.47 0.47 0.09 0.18 0.18 0.16 0.25 0.25 Volume/Cap: 0.29 0.27 0.74 0.01 0.54 0.15 0.29 0.74 0.74 0.74 0.64 0.06 Delay/Veh: 41.1 13.4 22.1 44.2 19.2 15.3 42.8 42.2 42.2 44.9 34.9 28.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.1 13.4 22.1 44.2 19.2 15.3 42.8 42.2 42.2 44.9 34.9 28.8 HCM2kAvg: 2 4 16 0 10 2 2 8 8 8 8 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.805 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.2 Optimal Cycle: 66 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 12 1337 646 47 1221 57 24 53 8 837 198 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1337 646 47 1221 57 24 53 8 837 198 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 13 1407 680 49 1285 60 25 56 8 881 208 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 1407 680 49 1285 60 25 56 8 881 208 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 13 1407 680 49 1285 60 25 56 8 881 208 27 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 0.98 0.98 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.87 0.13 1.00 0.87 0.13 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4921 230 1805 1618 244 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.27 0.42 0.03 0.26 0.26 0.01 0.03 0.03 0.26 0.11 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.50 0.50 0.06 0.45 0.45 0.13 0.06 0.06 0.30 0.24 0.24 Volume/Cap: 0.07 0.55 0.85 0.46 0.58 0.58 0.11 0.57 0.57 0.85 0.47 0.07 Delay/Veh: 40.6 17.7 30.4 48.5 20.7 20.7 38.7 52.9 52.9 39.3 33.6 29.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.6 17.7 30.4 48.5 20.7 20.7 38.7 52.9 52.9 39.3 33.6 29.8 HCM2kAvg: 0 10 21 2 11 11 1 3 3 16 6 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.879 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 37.5 Optimal Cycle: 90 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 113 1176 14 326 1439 302 490 787 101 106 1111 329 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 1176 14 326 1439 302 490 787 101 106 1111 329 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 119 1238 15 343 1515 318 516 828 106 112 1169 346 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 1238 15 343 1515 318 516 828 106 112 1169 346 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 119 1238 15 343 1515 318 516 828 106 112 1169 346 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 2.96 0.04 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 5116 61 1805 5187 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.24 0.24 0.19 0.29 0.20 0.15 0.16 0.07 0.03 0.23 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.28 0.28 0.22 0.40 0.57 0.17 0.31 0.31 0.12 0.26 0.26 Volume/Cap: 0.73 0.88 0.88 0.88 0.73 0.34 0.88 0.51 0.21 0.28 0.88 0.84 Delay/Veh: 59.4 41.2 41.2 57.7 26.6 11.6 54.6 28.5 25.6 40.7 42.7 48.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.4 41.2 41.2 57.7 26.6 11.6 54.6 28.5 25.6 40.7 42.7 48.9 HCM2kAvg: 5 16 16 14 14 5 11 7 2 2 15 13 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.434 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 13.6 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 47 1160 96 163 1282 69 24 26 27 63 40 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1160 96 163 1282 69 24 26 27 63 40 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 49 1221 101 172 1349 73 25 27 28 66 42 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1221 101 172 1349 73 25 27 28 66 42 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 49 1221 101 172 1349 73 25 27 28 66 42 54 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.53 0.92 0.92 0.68 0.92 0.92 Lanes: 1.00 2.77 0.23 1.00 2.85 0.15 1.00 0.49 0.51 1.00 0.44 0.56 Final Sat.: 1805 4738 392 1805 4883 263 1013 861 894 1286 765 975 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.26 0.10 0.28 0.28 0.02 0.03 0.03 0.05 0.06 0.06 Crit Moves: **** **** **** Green/Cycle: 0.15 0.59 0.59 0.22 0.67 0.67 0.13 0.13 0.13 0.13 0.13 0.13 Volume/Cap: 0.19 0.43 0.43 0.43 0.41 0.41 0.20 0.25 0.25 0.41 0.43 0.43 Delay/Veh: 37.9 11.2 11.2 34.5 7.7 7.7 39.8 40.0 40.0 41.8 41.7 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 11.2 11.2 34.5 7.7 7.7 39.8 40.0 40.0 41.8 41.7 41.7 HCM2kAvg: 2 7 7 5 7 7 1 2 2 3 3 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.640 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.4 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 291 1096 198 137 1124 166 112 143 137 136 204 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 291 1096 198 137 1124 166 112 143 137 136 204 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 306 1154 208 144 1183 175 118 151 144 143 215 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 306 1154 208 144 1183 175 118 151 144 143 215 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 306 1154 208 144 1183 175 118 151 144 143 215 105 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.43 0.88 0.88 0.46 0.90 0.90 Lanes: 1.00 2.54 0.46 1.00 2.61 0.39 1.00 1.02 0.98 1.00 1.34 0.66 Final Sat.: 1805 4292 775 1805 4434 655 821 1709 1637 866 2304 1129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.27 0.27 0.08 0.27 0.27 0.14 0.09 0.09 0.17 0.09 0.09 Crit Moves: **** **** **** Green/Cycle: 0.27 0.53 0.53 0.16 0.42 0.42 0.26 0.26 0.26 0.26 0.26 0.26 Volume/Cap: 0.64 0.51 0.51 0.51 0.64 0.64 0.56 0.34 0.34 0.64 0.36 0.36 Delay/Veh: 35.4 15.6 15.6 40.3 23.9 23.9 35.4 30.4 30.4 39.1 30.6 30.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.4 15.6 15.6 40.3 23.9 23.9 35.4 30.4 30.4 39.1 30.6 30.6 HCM2kAvg: 10 9 9 5 12 12 8 4 4 9 4 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.832 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 29.2 Optimal Cycle: 73 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 356 1560 100 67 1467 135 140 122 169 105 388 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 1560 100 67 1467 135 140 122 169 105 388 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 375 1642 105 71 1544 142 147 128 178 111 408 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 375 1642 105 71 1544 142 147 128 178 111 408 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 375 1642 105 71 1544 142 147 128 178 111 408 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.95 0.87 0.87 0.95 0.92 0.92 Lanes: 1.00 2.82 0.18 1.00 2.75 0.25 1.00 1.00 1.00 1.00 1.59 0.41 Final Sat.: 1805 4831 310 1805 4688 431 1805 1648 1648 1805 2790 712 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.34 0.34 0.04 0.33 0.33 0.08 0.08 0.11 0.06 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.55 0.55 0.10 0.40 0.40 0.27 0.17 0.17 0.29 0.18 0.18 Volume/Cap: 0.83 0.62 0.62 0.40 0.83 0.83 0.58 0.45 0.62 0.37 0.83 0.83 Delay/Veh: 47.9 15.8 15.8 44.0 30.3 30.3 33.0 37.4 40.5 27.7 49.1 49.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.9 15.8 15.8 44.0 30.3 30.3 33.0 37.4 40.5 27.7 49.1 49.1 HCM2kAvg: 14 13 13 3 18 18 5 4 6 3 10 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.780 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 21.6 Optimal Cycle: 54 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 403 1992 0 0 1210 607 0 0 0 264 1 374 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 403 1992 0 0 1210 607 0 0 0 264 1 374 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 424 2097 0 0 1274 639 0 0 0 278 1 394 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 424 2097 0 0 1274 639 0 0 0 278 1 394 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 424 2097 0 0 1274 639 0 0 0 278 1 394 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.83 0.83 0.83 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.41 0.01 1.58 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2232 5 2504 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.40 0.00 0.00 0.25 0.40 0.00 0.00 0.00 0.12 0.21 0.16 Crit Moves: **** **** **** Green/Cycle: 0.16 0.58 0.00 0.00 0.51 0.51 0.00 0.00 0.00 0.27 0.27 0.27 Volume/Cap: 0.78 0.70 0.00 0.00 0.48 0.78 0.00 0.00 0.00 0.46 0.78 0.58 Delay/Veh: 47.5 15.5 0.0 0.0 16.2 24.9 0.0 0.0 0.0 30.4 38.1 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.5 15.5 0.0 0.0 16.2 24.9 0.0 0.0 0.0 30.4 38.1 32.0 HCM2kAvg: 9 16 0 0 9 18 0 0 0 6 12 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.861 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 32.0 Optimal Cycle: 76 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1409 212 495 980 0 985 2 270 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1409 212 495 980 0 985 2 270 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1483 223 521 1032 0 1037 2 284 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1483 223 521 1032 0 1037 2 284 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1483 223 521 1032 0 1037 2 284 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.61 0.39 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4418 665 3420 5187 0 3223 7 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.34 0.34 0.15 0.20 0.00 0.32 0.32 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.39 0.39 0.18 0.44 0.00 0.37 0.37 0.37 0.00 0.00 0.00 Volume/Cap: 0.00 0.86 0.86 0.86 0.46 0.00 0.86 0.86 0.47 0.00 0.00 0.00 Delay/Veh: 0.0 32.2 32.2 52.0 20.1 0.0 35.5 35.5 24.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 32.2 32.2 52.0 20.1 0.0 35.5 35.5 24.4 0.0 0.0 0.0 HCM2kAvg: 0 19 19 11 8 0 20 20 7 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.873 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 31.8 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 511 0 296 0 560 424 29 944 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 511 0 296 0 560 424 29 944 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 538 0 312 0 589 446 31 994 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 538 0 312 0 589 446 31 994 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 538 0 312 0 589 446 31 994 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.19 0.00 0.31 0.28 0.02 0.52 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.32 0.00 0.32 0.00 0.52 0.52 0.10 0.56 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.60 0.00 0.60 0.53 0.17 0.93 0.00 Delay/Veh: 0.0 0.0 0.0 55.2 0.0 30.8 0.0 17.7 16.5 41.6 34.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 55.2 0.0 30.8 0.0 17.7 16.5 41.6 34.3 0.0 HCM2kAvg: 0 0 0 21 0 9 0 13 9 1 33 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.775 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.0 Optimal Cycle: 53 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 371 0 72 0 0 0 147 924 0 0 602 431 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 371 0 72 0 0 0 147 924 0 0 602 431 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 391 0 76 0 0 0 155 973 0 0 634 454 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 0 76 0 0 0 155 973 0 0 634 454 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 391 0 76 0 0 0 155 973 0 0 634 454 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.05 0.00 0.00 0.00 0.09 0.51 0.00 0.00 0.33 0.28 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.14 0.62 0.00 0.00 0.54 0.54 Volume/Cap: 0.83 0.00 0.18 0.00 0.00 0.00 0.62 0.83 0.00 0.00 0.62 0.52 Delay/Veh: 46.3 0.0 28.8 0.0 0.0 0.0 45.2 19.9 0.0 0.0 17.0 15.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 0.0 28.8 0.0 0.0 0.0 45.2 19.9 0.0 0.0 17.0 15.3 HCM2kAvg: 14 0 2 0 0 0 6 25 0 0 14 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.415 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 17.3 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1016 310 0 1207 385 0 0 0 186 0 414 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1016 310 0 1207 385 0 0 0 186 0 414 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1069 0 0 1271 0 0 0 0 196 0 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1069 0 0 1271 0 0 0 0 196 0 436 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1069 0 0 1271 0 0 0 0 196 0 436 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.31 0.00 1.69 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2199 0 2837 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.09 0.00 0.15 Crit Moves: **** **** **** Green/Cycle: 0.00 0.47 0.00 0.00 0.55 0.00 0.00 0.00 0.00 0.35 0.00 0.35 Volume/Cap: 0.00 0.43 0.00 0.00 0.44 0.00 0.00 0.00 0.00 0.26 0.00 0.44 Delay/Veh: 0.0 17.5 0.0 0.0 13.3 0.0 0.0 0.0 0.0 23.5 0.0 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.5 0.0 0.0 13.3 0.0 0.0 0.0 0.0 23.5 0.0 25.4 HCM2kAvg: 0 7 0 0 8 0 0 0 0 3 0 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.763 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.5 Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1036 320 369 1024 0 290 0 578 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1036 320 369 1024 0 290 0 578 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1091 337 388 1078 0 305 0 608 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1091 337 388 1078 0 305 0 608 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1091 337 388 1078 0 305 0 608 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.89 1.00 0.89 1.00 1.00 1.00 Lanes: 0.00 2.29 0.71 1.00 3.00 0.00 1.33 0.00 1.67 0.00 0.00 0.00 Final Sat.: 0 3824 1181 1805 5187 0 2245 0 2803 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.29 0.22 0.21 0.00 0.14 0.00 0.22 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.28 0.51 0.00 0.28 0.00 0.28 0.00 0.00 0.00 Volume/Cap: 0.00 0.76 0.76 0.76 0.41 0.00 0.48 0.00 0.76 0.00 0.00 0.00 Delay/Veh: 0.0 29.4 29.4 39.6 15.3 0.0 29.8 0.0 35.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 29.4 29.4 39.6 15.3 0.0 29.8 0.0 35.7 0.0 0.0 0.0 HCM2kAvg: 0 14 14 13 7 0 6 0 12 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.898 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 36.7 Optimal Cycle: 99 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 70 480 98 58 903 329 253 795 84 369 1523 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 480 98 58 903 329 253 795 84 369 1523 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 74 505 103 61 951 346 266 837 88 388 1603 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 505 103 61 951 346 266 837 88 388 1603 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 74 505 103 61 951 346 266 837 88 388 1603 124 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.10 0.06 0.03 0.26 0.21 0.08 0.23 0.05 0.11 0.44 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.22 0.22 0.13 0.29 0.29 0.09 0.38 0.38 0.19 0.49 0.49 Volume/Cap: 0.68 0.45 0.30 0.25 0.91 0.74 0.91 0.60 0.14 0.60 0.91 0.16 Delay/Veh: 62.2 34.4 33.3 39.5 46.3 38.6 76.5 25.5 20.2 38.8 31.5 14.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.2 34.4 33.3 39.5 46.3 38.6 76.5 25.5 20.2 38.8 31.5 14.4 HCM2kAvg: 4 5 3 2 18 11 7 11 2 7 27 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.995 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 45.3 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 539 0 817 287 549 0 0 637 361 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 539 0 817 287 549 0 0 637 361 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 567 0 860 302 578 0 0 671 380 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 567 0 860 302 578 0 0 671 380 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 567 0 860 302 578 0 0 671 380 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.53 0.17 0.11 0.00 0.00 0.13 0.24 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.54 0.00 0.54 0.17 0.26 0.00 0.00 0.24 0.24 Volume/Cap: 0.00 0.00 0.00 0.31 0.00 0.99 0.99 0.42 0.00 0.00 0.55 0.99 Delay/Veh: 0.0 0.0 0.0 13.0 0.0 52.4 91.7 30.8 0.0 0.0 34.0 82.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 13.0 0.0 52.4 91.7 30.8 0.0 0.0 34.0 82.7 HCM2kAvg: 0 0 0 5 0 34 15 5 0 0 7 17 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.625 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.1 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 58 1260 255 167 1315 19 25 56 12 463 238 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 1260 255 167 1315 19 25 56 12 463 238 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 1326 268 176 1384 20 26 59 13 487 251 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 1326 268 176 1384 20 26 59 13 487 251 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 61 1326 268 176 1384 20 26 59 13 487 251 124 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.93 0.93 0.95 0.90 0.90 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.65 0.35 1.00 1.34 0.66 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 2896 620 1805 2293 1137 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.26 0.17 0.05 0.27 0.01 0.01 0.02 0.02 0.27 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.37 0.37 0.09 0.40 0.40 0.16 0.06 0.06 0.40 0.30 0.30 Volume/Cap: 0.30 0.69 0.45 0.59 0.67 0.03 0.09 0.34 0.34 0.67 0.37 0.37 Delay/Veh: 45.8 27.7 24.3 47.1 25.6 18.4 35.6 46.1 46.1 26.9 27.8 27.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.8 27.7 24.3 47.1 25.6 18.4 35.6 46.1 46.1 26.9 27.8 27.8 HCM2kAvg: 1 12 6 4 12 0 1 1 1 14 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.567 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.7 Optimal Cycle: 31 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 379 491 219 608 400 782 882 0 612 212 0 200 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 379 491 219 608 400 782 882 0 612 212 0 200 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 399 517 0 640 421 0 928 0 644 223 0 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 517 0 640 421 0 928 0 644 223 0 211 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 399 517 0 640 421 0 928 0 644 223 0 211 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 5187 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.07 0.00 0.19 0.08 0.00 0.27 0.00 0.21 0.07 0.00 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.12 0.00 0.31 0.18 0.00 0.45 0.00 0.55 0.21 0.00 0.37 Volume/Cap: 0.46 0.61 0.00 0.61 0.46 0.00 0.61 0.00 0.38 0.31 0.00 0.19 Delay/Veh: 31.8 42.8 0.0 30.4 37.2 0.0 21.6 0.0 12.7 33.8 0.0 21.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.8 42.8 0.0 30.4 37.2 0.0 21.6 0.0 12.7 33.8 0.0 21.5 HCM2kAvg: 6 5 0 9 4 0 12 0 6 3 0 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:38 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.331 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 19.5 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 176 1025 74 131 1021 71 29 17 93 71 14 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 1025 74 131 1021 71 29 17 93 71 14 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 185 1079 78 138 1075 75 31 18 98 75 15 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 1079 78 138 1075 75 31 18 98 75 15 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 185 1079 78 138 1075 75 31 18 98 75 15 37 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.73 0.27 2.00 3.74 0.26 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 6386 461 3420 6402 445 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.17 0.17 0.04 0.17 0.17 0.01 0.00 0.06 0.02 0.00 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.50 0.50 0.18 0.51 0.51 0.12 0.18 0.18 0.07 0.12 0.30 Volume/Cap: 0.33 0.34 0.34 0.23 0.33 0.33 0.07 0.03 0.33 0.33 0.03 0.08 Delay/Veh: 37.3 15.4 15.4 35.6 14.6 14.6 38.7 33.5 36.2 45.5 38.5 25.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 15.4 15.4 35.6 14.6 14.6 38.7 33.5 36.2 45.5 38.5 25.1 HCM2kAvg: 3 5 5 2 5 5 0 0 3 2 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:39 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.503 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.4 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 115 317 87 552 245 387 269 336 24 76 420 689 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 317 87 552 245 387 269 336 24 76 420 689 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 121 334 92 581 258 407 283 354 25 80 442 725 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 334 92 581 258 407 283 354 25 80 442 725 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 121 334 92 581 258 407 283 354 25 80 442 725 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.90 0.83 0.83 0.90 0.90 0.90 0.95 0.91 0.81 Lanes: 2.00 2.35 0.65 2.00 2.00 1.00 2.00 2.80 0.20 1.00 3.00 2.00 Final Sat.: 3420 3940 1081 3420 3140 1570 3420 4793 342 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.08 0.17 0.08 0.26 0.08 0.07 0.07 0.04 0.09 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.19 0.19 0.39 0.52 0.52 0.16 0.18 0.18 0.15 0.17 0.56 Volume/Cap: 0.50 0.43 0.43 0.43 0.16 0.50 0.50 0.40 0.40 0.30 0.50 0.42 Delay/Veh: 46.5 35.7 35.7 22.6 12.8 16.1 38.8 36.2 36.2 38.4 38.2 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.5 35.7 35.7 22.6 12.8 16.1 38.8 36.2 36.2 38.4 38.2 12.8 HCM2kAvg: 3 4 4 7 2 8 5 4 4 2 5 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Thu May 5, 2005 12:58:39 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.677 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.5 Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 439 1593 39 551 2178 128 129 394 317 35 573 221 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 439 1593 39 551 2178 128 129 394 317 35 573 221 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 462 1677 41 580 2293 135 136 415 334 37 603 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 462 1677 41 580 2293 135 136 415 334 37 603 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 462 1677 41 580 2293 135 136 415 334 37 603 233 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.24 0.03 0.17 0.33 0.08 0.04 0.08 0.21 0.01 0.12 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.41 0.41 0.28 0.49 0.49 0.06 0.13 0.33 0.10 0.17 0.45 Volume/Cap: 0.68 0.60 0.06 0.60 0.68 0.17 0.66 0.60 0.62 0.11 0.68 0.32 Delay/Veh: 39.8 23.7 18.2 32.0 20.1 14.3 53.8 42.5 30.4 41.1 40.9 17.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 23.7 18.2 32.0 20.1 14.3 53.8 42.5 30.4 41.1 40.9 17.6 HCM2kAvg: 8 11 1 9 14 2 3 5 9 1 7 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA



PM Peak Hour

2020 PM Thu May 5, 2005 12:58:48 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2020 PM Command: 2020 PM Volume: 2020 PM Geometry: 2020 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2020 PM Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 33.5 0.741 C 33.5 0.741 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 32.8 0.769 C 32.8 0.769 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. D 43.1 1.013 D 43.1 1.013 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. E 70.6 1.124 E 70.6 1.124 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 15.0 0.569 B 15.0 0.569 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 25.8 0.734 C 25.8 0.734 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. D 43.5 0.943 D 43.5 0.943 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 16.2 0.709 B 16.2 0.709 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 24.8 0.631 C 24.8 0.631 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. C 33.2 0.862 C 33.2 0.862 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 28.1 0.774 C 28.1 0.774 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS C 21.1 0.738 C 21.1 0.738 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 27.2 0.876 C 27.2 0.876 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. C 31.5 0.761 C 31.5 0.761 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. F 87.3 1.256 F 87.3 1.256 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE D 35.6 0.919 D 35.6 0.919 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 34.6 0.828 C 34.6 0.828 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. C 25.9 0.580 C 25.9 0.580 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 34.4 0.789 C 34.4 0.789 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 31.9 0.829 C 31.9 0.829 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.741 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.5 Optimal Cycle: 54 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 124 859 299 305 559 279 319 659 75 180 558 227 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 859 299 305 559 279 319 659 75 180 558 227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 131 904 315 321 588 294 336 694 79 189 587 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 904 315 321 588 294 336 694 79 189 587 239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 131 904 315 321 588 294 336 694 79 189 587 239 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.94 0.94 0.90 0.91 0.91 Lanes: 2.00 2.00 1.00 2.00 1.33 0.67 2.00 1.80 0.20 2.00 1.42 0.58 Final Sat.: 3420 3610 1615 3420 2288 1142 3420 3193 363 3420 2456 999 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.19 0.09 0.26 0.26 0.10 0.22 0.22 0.06 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.34 0.34 0.13 0.38 0.38 0.13 0.36 0.36 0.10 0.32 0.32 Volume/Cap: 0.43 0.74 0.58 0.74 0.68 0.68 0.74 0.61 0.61 0.56 0.74 0.74 Delay/Veh: 44.3 31.7 28.7 48.8 27.7 27.7 48.2 27.3 27.3 45.2 32.8 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.3 31.7 28.7 48.8 27.7 27.7 48.2 27.3 27.3 45.2 32.8 32.8 HCM2kAvg: 3 14 8 7 12 12 7 10 10 4 13 13 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.769 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 32.8 Optimal Cycle: 59 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 177 1214 323 58 750 167 239 1379 121 439 1467 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1214 323 58 750 167 239 1379 121 439 1467 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 186 1278 340 61 789 176 252 1452 127 462 1544 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 1278 340 61 789 176 252 1452 127 462 1544 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 186 1278 340 61 789 176 252 1452 127 462 1544 11 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4711 413 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.25 0.21 0.02 0.22 0.11 0.07 0.31 0.31 0.14 0.30 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.31 0.31 0.06 0.29 0.29 0.11 0.38 0.38 0.17 0.44 0.44 Volume/Cap: 0.69 0.80 0.69 0.30 0.76 0.38 0.67 0.80 0.80 0.80 0.67 0.01 Delay/Veh: 52.2 34.9 34.4 45.8 35.7 28.9 47.5 29.9 29.9 47.9 22.9 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.2 34.9 34.4 45.8 35.7 28.9 47.5 29.9 29.9 47.9 22.9 15.6 HCM2kAvg: 4 14 10 1 13 4 5 16 16 9 13 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.013 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 43.1 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 26 1597 829 45 1199 65 47 160 7 884 176 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 1597 829 45 1199 65 47 160 7 884 176 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 27 1681 873 47 1262 68 49 168 7 931 185 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1681 873 47 1262 68 49 168 7 931 185 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 27 1681 873 47 1262 68 49 168 7 931 185 74 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 0.99 0.99 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.85 0.15 1.00 0.96 0.04 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4881 265 1805 1809 79 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.32 0.54 0.03 0.26 0.26 0.03 0.09 0.09 0.27 0.10 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.51 0.51 0.06 0.47 0.47 0.13 0.09 0.09 0.26 0.21 0.21 Volume/Cap: 0.14 0.63 1.05 0.44 0.56 0.56 0.21 1.05 1.05 1.05 0.45 0.21 Delay/Veh: 40.7 18.0 70.5 48.2 19.6 19.6 39.2 130 129.9 82.2 35.0 32.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 18.0 70.5 48.2 19.6 19.6 39.2 130 129.9 82.2 35.0 32.6 HCM2kAvg: 1 13 38 2 10 10 2 10 10 23 5 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.124 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 70.6 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 180 1632 61 385 1348 358 418 1483 62 52 1654 401 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1632 61 385 1348 358 418 1483 62 52 1654 401 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 189 1718 64 405 1419 377 440 1561 65 55 1741 422 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 189 1718 64 405 1419 377 440 1561 65 55 1741 422 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 189 1718 64 405 1419 377 440 1561 65 55 1741 422 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 2.89 0.11 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 4975 186 1805 5187 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.35 0.35 0.22 0.27 0.23 0.13 0.30 0.04 0.02 0.34 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.31 0.31 0.20 0.37 0.48 0.11 0.34 0.34 0.07 0.30 0.30 Volume/Cap: 0.75 1.12 1.12 1.12 0.75 0.49 1.12 0.87 0.12 0.23 1.12 0.88 Delay/Veh: 52.8 99.3 99.3 125.4 29.3 18.1 127.9 35.9 22.5 44.6 xxxx 49.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.8 99.3 99.3 125.4 29.3 18.1 127.9 35.9 22.5 44.6 xxxx 49.6 HCM2kAvg: 8 30 30 23 14 8 14 18 1 1 30 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.569 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 15.0 Optimal Cycle: 31 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 92 1730 87 90 1300 73 111 23 111 100 69 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1730 87 90 1300 73 111 23 111 100 69 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 97 1821 92 95 1368 77 117 24 117 105 73 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 1821 92 95 1368 77 117 24 117 105 73 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 97 1821 92 95 1368 77 117 24 117 105 73 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.58 0.88 0.88 0.50 0.95 0.95 Lanes: 1.00 2.86 0.14 1.00 2.84 0.16 1.00 0.17 0.83 1.00 0.68 0.32 Final Sat.: 1805 4904 247 1805 4872 274 1100 286 1379 946 1236 573 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.37 0.37 0.05 0.28 0.28 0.11 0.08 0.08 0.11 0.06 0.06 Crit Moves: **** **** **** Green/Cycle: 0.13 0.65 0.65 0.09 0.61 0.61 0.20 0.20 0.20 0.20 0.20 0.20 Volume/Cap: 0.41 0.57 0.57 0.57 0.46 0.46 0.54 0.43 0.43 0.57 0.30 0.30 Delay/Veh: 41.0 9.8 9.8 48.1 10.5 10.5 39.1 36.3 36.3 40.6 34.9 34.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 9.8 9.8 48.1 10.5 10.5 39.1 36.3 36.3 40.6 34.9 34.9 HCM2kAvg: 3 11 11 4 8 8 6 4 4 7 3 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.734 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 25.8 Optimal Cycle: 47 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 134 1308 100 89 1263 185 155 389 359 127 307 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 1308 100 89 1263 185 155 389 359 127 307 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 141 1377 105 94 1329 195 163 409 378 134 323 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 141 1377 105 94 1329 195 163 409 378 134 323 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 141 1377 105 94 1329 195 163 409 378 134 323 167 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.39 0.88 0.88 0.23 0.90 0.90 Lanes: 1.00 2.79 0.21 1.00 2.62 0.38 1.00 1.04 0.96 1.00 1.32 0.68 Final Sat.: 1805 4766 364 1805 4438 650 732 1742 1608 428 2257 1169 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.29 0.29 0.05 0.30 0.30 0.22 0.24 0.24 0.31 0.14 0.14 Crit Moves: **** **** **** Green/Cycle: 0.11 0.43 0.43 0.09 0.41 0.41 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.73 0.68 0.68 0.59 0.73 0.73 0.52 0.55 0.55 0.73 0.34 0.34 Delay/Veh: 57.0 24.1 24.1 49.4 26.4 26.4 22.8 22.0 22.0 38.4 19.4 19.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.0 24.1 24.1 49.4 26.4 26.4 22.8 22.0 22.0 38.4 19.4 19.4 HCM2kAvg: 6 13 13 4 14 14 10 9 9 16 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.943 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 43.5 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 347 1437 193 251 1317 185 178 619 294 129 361 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 347 1437 193 251 1317 185 178 619 294 129 361 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 365 1513 203 264 1386 195 187 652 309 136 380 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 1513 203 264 1386 195 187 652 309 136 380 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 365 1513 203 264 1386 195 187 652 309 136 380 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.95 0.90 0.90 0.95 0.92 0.92 Lanes: 1.00 2.64 0.36 1.00 2.63 0.37 1.00 1.36 0.64 1.00 1.56 0.44 Final Sat.: 1805 4491 603 1805 4466 627 1805 2330 1107 1805 2728 763 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.34 0.34 0.15 0.31 0.31 0.10 0.28 0.28 0.08 0.14 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.38 0.38 0.16 0.33 0.33 0.40 0.30 0.30 0.30 0.22 0.22 Volume/Cap: 0.94 0.89 0.89 0.89 0.94 0.94 0.49 0.94 0.94 0.62 0.65 0.65 Delay/Veh: 70.1 34.6 34.6 67.0 43.9 43.9 22.4 50.6 50.6 34.4 37.7 37.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.1 34.6 34.6 67.0 43.9 43.9 22.4 50.6 50.6 34.4 37.7 37.7 HCM2kAvg: 16 20 20 12 21 21 5 19 19 5 8 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.709 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 16.2 Optimal Cycle: 43 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 244 1614 0 0 1056 681 0 0 0 237 1 221 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 244 1614 0 0 1056 681 0 0 0 237 1 221 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 257 1699 0 0 1112 717 0 0 0 249 1 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 257 1699 0 0 1112 717 0 0 0 249 1 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 257 1699 0 0 1112 717 0 0 0 249 1 233 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.51 0.01 1.48 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2479 7 2422 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.33 0.00 0.00 0.21 0.44 0.00 0.00 0.00 0.10 0.15 0.10 Crit Moves: **** **** **** Green/Cycle: 0.11 0.62 0.00 0.00 0.63 0.63 0.00 0.00 0.00 0.21 0.21 0.21 Volume/Cap: 0.71 0.53 0.00 0.00 0.34 0.71 0.00 0.00 0.00 0.48 0.71 0.46 Delay/Veh: 49.6 11.0 0.0 0.0 9.0 15.0 0.0 0.0 0.0 35.2 40.2 35.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.6 11.0 0.0 0.0 9.0 15.0 0.0 0.0 0.0 35.2 40.2 35.0 HCM2kAvg: 6 10 0 0 5 16 0 0 0 5 9 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.631 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.8 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1142 126 241 1051 0 715 1 396 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1142 126 241 1051 0 715 1 396 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1202 133 254 1106 0 753 1 417 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1202 133 254 1106 0 753 1 417 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1202 133 254 1106 0 753 1 417 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.70 0.30 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4601 508 3420 5187 0 3225 5 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 0.07 0.21 0.00 0.23 0.23 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.41 0.41 0.12 0.41 0.00 0.41 0.41 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.63 0.63 0.63 0.51 0.00 0.57 0.57 0.63 0.00 0.00 0.00 Delay/Veh: 0.0 23.9 23.9 45.3 22.0 0.0 23.4 23.4 25.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.9 23.9 45.3 22.0 0.0 23.4 23.4 25.5 0.0 0.0 0.0 HCM2kAvg: 0 11 11 5 9 0 11 11 11 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.862 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 33.2 Optimal Cycle: 76 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 547 0 305 0 701 709 52 888 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 547 0 305 0 701 709 52 888 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 576 0 321 0 738 746 55 935 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 576 0 321 0 738 746 55 935 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 576 0 321 0 738 746 55 935 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.20 0.00 0.39 0.46 0.03 0.49 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.53 0.53 0.07 0.53 0.00 Volume/Cap: 0.00 0.00 0.00 0.92 0.00 0.58 0.00 0.74 0.88 0.44 0.92 0.00 Delay/Veh: 0.0 0.0 0.0 50.4 0.0 28.2 0.0 21.3 31.3 47.3 34.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 50.4 0.0 28.2 0.0 21.3 31.3 47.3 34.5 0.0 HCM2kAvg: 0 0 0 22 0 9 0 18 23 2 31 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.774 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.1 Optimal Cycle: 53 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 362 0 113 0 0 0 316 932 0 0 578 282 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 362 0 113 0 0 0 316 932 0 0 578 282 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 381 0 119 0 0 0 333 981 0 0 608 297 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 381 0 119 0 0 0 333 981 0 0 608 297 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 381 0 119 0 0 0 333 981 0 0 608 297 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.07 0.00 0.00 0.00 0.18 0.52 0.00 0.00 0.32 0.18 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.25 0.62 0.00 0.00 0.43 0.43 Volume/Cap: 0.83 0.00 0.29 0.00 0.00 0.00 0.74 0.83 0.00 0.00 0.74 0.42 Delay/Veh: 46.8 0.0 30.3 0.0 0.0 0.0 40.7 19.5 0.0 0.0 27.0 20.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.8 0.0 30.3 0.0 0.0 0.0 40.7 19.5 0.0 0.0 27.0 20.0 HCM2kAvg: 14 0 3 0 0 0 11 25 0 0 17 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.738 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 21.1 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2208 505 0 901 342 0 0 0 234 0 722 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2208 505 0 901 342 0 0 0 234 0 722 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2324 0 0 948 0 0 0 0 246 0 760 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2324 0 0 948 0 0 0 0 246 0 760 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2324 0 0 948 0 0 0 0 246 0 760 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.24 0.00 1.76 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2073 0 2923 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.12 0.00 0.26 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.00 0.00 0.47 0.00 0.00 0.00 0.00 0.33 0.00 0.33 Volume/Cap: 0.00 0.79 0.00 0.00 0.39 0.00 0.00 0.00 0.00 0.36 0.00 0.79 Delay/Veh: 0.0 18.3 0.0 0.0 17.0 0.0 0.0 0.0 0.0 25.5 0.0 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.3 0.0 0.0 17.0 0.0 0.0 0.0 0.0 25.5 0.0 33.6 HCM2kAvg: 0 20 0 0 6 0 0 0 0 5 0 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.876 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.2 Optimal Cycle: 82 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2013 285 117 1018 0 701 0 621 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2013 285 117 1018 0 701 0 621 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2119 300 123 1072 0 738 0 654 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2119 300 123 1072 0 738 0 654 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2119 300 123 1072 0 738 0 654 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.91 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 2.63 0.37 1.00 3.00 0.00 1.53 0.00 1.47 0.00 0.00 0.00 Final Sat.: 0 4457 631 1805 5187 0 2634 0 2530 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.48 0.48 0.07 0.21 0.00 0.28 0.00 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.54 0.54 0.08 0.48 0.00 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.00 0.88 0.88 0.88 0.43 0.00 0.88 0.00 0.81 0.00 0.00 0.00 Delay/Veh: 0.0 23.4 23.4 87.3 17.1 0.0 38.0 0.0 34.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.4 23.4 87.3 17.1 0.0 38.0 0.0 34.2 0.0 0.0 0.0 HCM2kAvg: 0 25 25 7 7 0 18 0 15 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.761 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.5 Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 78 878 254 143 868 186 278 995 297 195 1083 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 878 254 143 868 186 278 995 297 195 1083 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 82 924 267 151 914 196 293 1047 313 205 1140 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 924 267 151 914 196 293 1047 313 205 1140 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 82 924 267 151 914 196 293 1047 313 205 1140 184 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.18 0.17 0.08 0.25 0.12 0.09 0.29 0.19 0.06 0.32 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.27 0.27 0.13 0.33 0.33 0.11 0.44 0.44 0.09 0.41 0.41 Volume/Cap: 0.76 0.67 0.62 0.67 0.76 0.36 0.76 0.66 0.44 0.66 0.76 0.27 Delay/Veh: 72.4 33.9 34.9 49.1 32.7 25.8 51.7 23.4 20.1 49.4 27.4 19.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.4 33.9 34.9 49.1 32.7 25.8 51.7 23.4 20.1 49.4 27.4 19.5 HCM2kAvg: 4 9 8 6 14 5 6 13 7 5 16 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.256 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 87.3 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 690 0 671 659 917 0 0 725 551 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 690 0 671 659 917 0 0 725 551 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 726 0 706 694 965 0 0 763 580 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 726 0 706 694 965 0 0 763 580 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 726 0 706 694 965 0 0 763 580 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.21 0.00 0.44 0.38 0.19 0.00 0.00 0.15 0.36 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.31 0.45 0.00 0.00 0.29 0.29 Volume/Cap: 0.00 0.00 0.00 0.61 0.00 1.26 1.26 0.42 0.00 0.00 0.51 1.26 Delay/Veh: 0.0 0.0 0.0 27.9 0.0 161.9 164.2 18.9 0.0 0.0 30.2 167.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 27.9 0.0 161.9 164.2 18.9 0.0 0.0 30.2 167.7 HCM2kAvg: 0 0 0 10 0 42 43 7 0 0 7 35 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.919 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 35.6 Optimal Cycle: 112 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 135 1462 644 185 1741 27 83 412 68 388 122 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 1462 644 185 1741 27 83 412 68 388 122 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 142 1539 678 195 1833 28 87 434 72 408 128 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 1539 678 195 1833 28 87 434 72 408 128 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 1539 678 195 1833 28 87 434 72 408 128 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.93 0.93 0.95 0.91 0.91 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.72 0.28 1.00 1.50 0.50 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 3034 501 1805 2599 874 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.30 0.42 0.06 0.35 0.02 0.05 0.14 0.14 0.23 0.05 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.46 0.46 0.06 0.44 0.44 0.20 0.16 0.16 0.25 0.20 0.20 Volume/Cap: 0.55 0.65 0.92 0.92 0.80 0.04 0.24 0.92 0.92 0.92 0.25 0.25 Delay/Veh: 47.2 21.6 42.1 86.8 26.0 15.8 33.9 62.3 62.3 60.9 33.8 33.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.2 21.6 42.1 86.8 26.0 15.8 33.9 62.3 62.3 60.9 33.8 33.8 HCM2kAvg: 3 13 24 6 18 0 2 11 11 17 2 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.828 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 34.6 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 947 758 189 462 538 1197 1228 0 641 330 0 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 947 758 189 462 538 1197 1228 0 641 330 0 255 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 997 798 0 486 566 0 1293 0 675 347 0 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 997 798 0 486 566 0 1293 0 675 347 0 268 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 997 798 0 486 566 0 1293 0 675 347 0 268 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 5187 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.12 0.00 0.14 0.11 0.00 0.38 0.00 0.22 0.10 0.00 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.33 0.20 0.00 0.25 0.12 0.00 0.43 0.00 0.51 0.31 0.00 0.31 Volume/Cap: 0.88 0.57 0.00 0.57 0.88 0.00 0.88 0.00 0.43 0.33 0.00 0.28 Delay/Veh: 40.3 36.5 0.0 33.7 57.0 0.0 33.2 0.0 15.6 27.0 0.0 26.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 36.5 0.0 33.7 57.0 0.0 33.2 0.0 15.6 27.0 0.0 26.3 HCM2kAvg: 19 6 0 7 9 0 23 0 7 4 0 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.580 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 25.9 Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 186 1425 224 271 1199 39 361 164 247 107 42 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 1425 224 271 1199 39 361 164 247 107 42 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 196 1500 236 285 1262 41 380 173 260 113 44 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 196 1500 236 285 1262 41 380 173 260 113 44 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 196 1500 236 285 1262 41 380 173 260 113 44 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.89 0.89 0.90 0.91 0.91 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.46 0.54 2.00 3.87 0.13 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 5857 921 3420 6665 217 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.26 0.08 0.19 0.19 0.11 0.05 0.16 0.03 0.01 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.44 0.44 0.14 0.44 0.44 0.22 0.28 0.28 0.06 0.12 0.26 Volume/Cap: 0.41 0.58 0.58 0.58 0.43 0.43 0.51 0.17 0.58 0.55 0.10 0.27 Delay/Veh: 39.8 21.4 21.4 41.8 19.2 19.2 34.9 27.6 33.1 48.8 39.5 29.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 21.4 21.4 41.8 19.2 19.2 34.9 27.6 33.1 48.8 39.5 29.7 HCM2kAvg: 3 10 10 5 7 7 6 2 8 3 1 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.789 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 34.4 Optimal Cycle: 63 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 81 664 288 658 406 489 421 714 77 271 579 750 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 664 288 658 406 489 421 714 77 271 579 750 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 85 699 303 693 427 515 443 752 81 285 609 789 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 699 303 693 427 515 443 752 81 285 609 789 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 85 699 303 693 427 515 443 752 81 285 609 789 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.87 0.87 0.90 0.84 0.84 0.90 0.90 0.90 0.95 0.91 0.81 Lanes: 2.00 2.09 0.91 2.00 2.00 1.00 2.00 2.71 0.29 1.00 3.00 2.00 Final Sat.: 3420 3455 1499 3420 3174 1587 3420 4612 497 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.20 0.20 0.13 0.32 0.13 0.16 0.16 0.16 0.12 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.26 0.26 0.26 0.43 0.43 0.21 0.21 0.21 0.20 0.19 0.45 Volume/Cap: 0.31 0.79 0.79 0.79 0.31 0.75 0.61 0.79 0.79 0.79 0.61 0.57 Delay/Veh: 44.0 38.1 38.1 39.5 18.6 26.3 37.0 41.7 41.7 49.1 37.9 21.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.0 38.1 38.1 39.5 18.6 26.3 37.0 41.7 41.7 49.1 37.9 21.0 HCM2kAvg: 2 12 12 12 4 15 7 10 10 11 7 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Thu May 5, 2005 12:58:49 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.829 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.9 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 450 2284 55 480 1971 182 113 841 453 24 897 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 450 2284 55 480 1971 182 113 841 453 24 897 583 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 474 2404 58 505 2075 192 119 885 477 25 944 614 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 474 2404 58 505 2075 192 119 885 477 25 944 614 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 474 2404 58 505 2075 192 119 885 477 25 944 614 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.35 0.04 0.15 0.30 0.12 0.03 0.17 0.30 0.01 0.18 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.41 0.41 0.17 0.40 0.40 0.06 0.25 0.43 0.09 0.27 0.45 Volume/Cap: 0.75 0.85 0.09 0.85 0.75 0.30 0.58 0.69 0.68 0.08 0.66 0.85 Delay/Veh: 43.5 29.1 18.1 50.8 26.8 20.6 49.9 35.8 25.6 42.1 33.4 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.5 29.1 18.1 50.8 26.8 20.6 49.9 35.8 25.6 42.1 33.4 33.6 HCM2kAvg: 9 19 1 11 15 4 3 9 13 0 10 19 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2030 No Project

AM Peak Hour

2030 AM No Project Mon Oct 31, 2005 11:20:41 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2030 AM No Project Command: 2030 AM NP Volume: 2030 AM No Project Geometry: 2030 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2030 AM No Project Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 1 GROVE AVE / 4 91 662 118 387 795 176 285 505 67 135 754 211 2 GROVE AVE. / 117 814 745 3 845 111 102 672 50 447 932 39 3 GROVE AVE. / 15 1617 721 0 1270 72 37 47 8 890 251 22 4 GROVE AVE. / 112 1377 0 341 1522 306 596 929 97 117 1396 380 5 GROVE AVE. / 51 1316 132 228 1358 71 26 36 25 88 57 72 6 GROVE AVE. / 357 1239 205 136 1180 206 127 162 158 170 273 122 7 GROVE AVE. / 421 1694 74 81 1556 164 195 136 172 89 540 134 8 GROVE AVE. / 397 2147 0 0 1378 523 0 0 0 260 0 388 9 GROVE AVE. / 0 1414 263 471 1167 0 1130 2 262 0 0 0 10 I-10 EB RAMPS 0 0 0 557 0 278 0 577 497 28 1059 0 11 I-10 WB RAMPS 410 0 78 0 0 0 140 994 0 0 677 478 12 VINEYARD AVE. 0 1083 362 0 1321 421 0 0 0 158 0 491 13 VINEYARD AVE. 0 1135 337 406 1073 0 311 0 641 0 0 0 14 VINEYARD AVE. 85 577 85 53 1021 115 288 1005 93 329 1878 149 15 VINEYARD AVE. 0 0 0 659 0 984 266 581 0 0 532 481 16 ARCHIBALD AVE 71 1392 257 196 1411 23 28 58 14 494 324 162 17 ARCHIBALD AVE 582 631 238 662 322 936 989 0 774 232 0 100 18 ARCHIBALD AVE 178 1374 98 140 1120 68 33 18 116 89 14 43 19 ARCHIBALD AVE 137 416 109 722 317 286 259 384 30 95 440 974 20 HAVEN AVE. / 658 1772 44 619 2529 156 152 410 431 43 616 257 Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 33.9 0.755 C 33.9 0.755 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 33.2 0.836 C 33.2 0.836 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 28.5 0.835 C 28.5 0.835 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. D 52.2 1.023 D 52.2 1.023 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 16.0 0.542 B 16.0 0.542 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 27.3 0.758 C 27.3 0.758 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. D 43.7 0.995 D 43.7 0.995 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 18.5 0.624 B 18.5 0.624 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 35.0 0.914 C 35.0 0.914 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. D 45.4 0.969 D 45.4 0.969 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 27.7 0.840 C 27.7 0.840 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS B 17.9 0.464 B 17.9 0.464 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 29.8 0.836 C 29.8 0.836 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. E 60.1 1.067 E 60.1 1.067 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. F 81.8 1.207 F 81.8 1.207 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE C 29.2 0.671 C 29.2 0.671 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 28.0 0.630 C 28.0 0.630 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. B 18.6 0.403 B 18.6 0.403 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 26.9 0.596 C 26.9 0.596 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 30.6 0.819 C 30.6 0.819 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 4-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.755 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.9 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 91 662 118 387 795 176 285 505 67 135 754 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 662 118 387 795 176 285 505 67 135 754 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 96 697 124 407 837 185 300 532 71 142 794 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 697 124 407 837 185 300 532 71 142 794 222 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 96 697 124 407 837 185 300 532 71 142 794 222 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.92 0.92 0.92 0.93 0.93 0.92 0.92 0.92 Lanes: 2.00 2.00 1.00 2.00 1.64 0.36 2.00 1.77 0.23 2.00 1.56 0.44 Final Sat.: 3502 3610 1615 3502 2876 637 3502 3130 415 3502 2728 763 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.08 0.12 0.29 0.29 0.09 0.17 0.17 0.04 0.29 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.27 0.27 0.16 0.37 0.37 0.11 0.36 0.36 0.13 0.37 0.37 Volume/Cap: 0.46 0.71 0.28 0.71 0.78 0.78 0.78 0.47 0.47 0.32 0.78 0.78 Delay/Veh: 47.0 35.4 29.1 43.8 30.5 30.5 52.8 25.1 25.1 40.2 30.6 30.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.0 35.4 29.1 43.8 30.5 30.5 52.8 25.1 25.1 40.2 30.6 30.6 HCM2kAvg: 2 11 3 8 16 16 7 7 7 2 15 15 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.836 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.2 Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 117 814 745 3 845 111 102 672 50 447 932 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 117 814 745 3 845 111 102 672 50 447 932 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 123 857 784 3 889 117 107 707 53 471 981 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 123 857 784 3 889 117 107 707 53 471 981 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 123 857 784 3 889 117 107 707 53 471 981 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.90 0.90 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.79 0.21 2.00 3.00 1.00 Final Sat.: 3502 5187 1615 3502 3610 1615 3502 4780 356 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.17 0.49 0.00 0.25 0.07 0.03 0.15 0.15 0.13 0.19 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.54 0.54 0.06 0.49 0.49 0.08 0.17 0.17 0.15 0.24 0.24 Volume/Cap: 0.30 0.30 0.89 0.02 0.51 0.15 0.40 0.89 0.89 0.89 0.79 0.11 Delay/Veh: 40.7 12.5 31.7 44.2 17.8 14.4 45.0 52.6 52.6 59.0 39.0 29.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 12.5 31.7 44.2 17.8 14.4 45.0 52.6 52.6 59.0 39.0 29.7 HCM2kAvg: 2 5 25 0 9 2 2 11 11 11 11 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.835 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.5 Optimal Cycle: 74 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 15 1617 721 0 1270 72 37 47 8 890 251 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 1617 721 0 1270 72 37 47 8 890 251 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 16 1702 759 0 1337 76 39 49 8 937 264 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1702 759 0 1337 76 39 49 8 937 264 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 16 1702 759 0 1337 76 39 49 8 937 264 23 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 1.00 0.90 0.90 0.95 0.98 0.98 0.92 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.84 0.16 1.00 0.85 0.15 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1900 4869 276 1805 1588 270 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.33 0.47 0.00 0.27 0.27 0.02 0.03 0.03 0.27 0.14 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.51 0.51 0.00 0.47 0.47 0.11 0.06 0.06 0.29 0.24 0.24 Volume/Cap: 0.09 0.64 0.92 0.00 0.59 0.59 0.20 0.52 0.52 0.92 0.57 0.06 Delay/Veh: 40.9 18.4 38.3 0.0 19.9 19.9 41.4 49.9 49.9 47.7 34.8 29.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.9 18.4 38.3 0.0 19.9 19.9 41.4 49.9 49.9 47.7 34.8 29.0 HCM2kAvg: 1 13 26 0 11 11 1 3 3 19 8 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.023 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 52.2 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 112 1377 0 341 1522 306 596 929 97 117 1396 380 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 1377 0 341 1522 306 596 929 97 117 1396 380 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 118 1449 0 359 1602 322 627 978 102 123 1469 400 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 1449 0 359 1602 322 627 978 102 123 1469 400 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 118 1449 0 359 1602 322 627 978 102 123 1469 400 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 3.00 0.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 5187 0 1805 5187 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.28 0.00 0.20 0.31 0.20 0.18 0.19 0.06 0.04 0.28 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.27 0.00 0.19 0.39 0.56 0.18 0.34 0.34 0.11 0.28 0.28 Volume/Cap: 0.80 1.02 0.00 1.02 0.80 0.36 1.02 0.55 0.18 0.32 1.02 0.89 Delay/Veh: 70.9 66.1 0.0 94.2 29.6 12.3 83.4 27.0 23.2 41.6 65.8 54.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.9 66.1 0.0 94.2 29.6 12.3 83.4 27.0 23.2 41.6 65.8 54.6 HCM2kAvg: 6 22 0 18 17 5 16 9 2 2 22 15 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.542 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 16.0 Optimal Cycle: 29 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 1316 132 228 1358 71 26 36 25 88 57 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 1316 132 228 1358 71 26 36 25 88 57 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 54 1385 139 240 1429 75 27 38 26 93 60 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 1385 139 240 1429 75 27 38 26 93 60 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 54 1385 139 240 1429 75 27 38 26 93 60 76 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.43 0.94 0.94 0.66 0.92 0.92 Lanes: 1.00 2.73 0.27 1.00 2.85 0.15 1.00 0.59 0.41 1.00 0.44 0.56 Final Sat.: 1805 4648 466 1805 4895 256 825 1053 731 1252 769 971 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.30 0.30 0.13 0.29 0.29 0.03 0.04 0.04 0.07 0.08 0.08 Crit Moves: **** **** **** Green/Cycle: 0.14 0.55 0.55 0.25 0.66 0.66 0.14 0.14 0.14 0.14 0.14 0.14 Volume/Cap: 0.22 0.54 0.54 0.54 0.44 0.44 0.23 0.25 0.25 0.51 0.54 0.54 Delay/Veh: 39.0 14.6 14.6 34.2 8.2 8.2 38.9 38.5 38.5 42.1 42.1 42.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.0 14.6 14.6 34.2 8.2 8.2 38.9 38.5 38.5 42.1 42.1 42.1 HCM2kAvg: 2 10 10 7 7 7 2 2 2 5 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.758 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.3 Optimal Cycle: 50 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 357 1239 205 136 1180 206 127 162 158 170 273 122 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 357 1239 205 136 1180 206 127 162 158 170 273 122 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 376 1304 216 143 1242 217 134 171 166 179 287 128 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 376 1304 216 143 1242 217 134 171 166 179 287 128 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 376 1304 216 143 1242 217 134 171 166 179 287 128 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.37 0.88 0.88 0.44 0.91 0.91 Lanes: 1.00 2.57 0.43 1.00 2.55 0.45 1.00 1.01 0.99 1.00 1.38 0.62 Final Sat.: 1805 4357 721 1805 4319 754 695 1692 1651 827 2380 1064 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.30 0.30 0.08 0.29 0.29 0.19 0.10 0.10 0.22 0.12 0.12 Crit Moves: **** **** **** Green/Cycle: 0.27 0.52 0.52 0.14 0.38 0.38 0.29 0.29 0.29 0.29 0.29 0.29 Volume/Cap: 0.76 0.58 0.58 0.58 0.76 0.76 0.67 0.35 0.35 0.76 0.42 0.42 Delay/Veh: 39.9 17.0 17.0 43.8 28.8 28.8 40.3 28.6 28.6 45.8 29.3 29.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 17.0 17.0 43.8 28.8 28.8 40.3 28.6 28.6 45.8 29.3 29.3 HCM2kAvg: 13 11 11 5 15 15 11 4 4 13 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.995 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 43.7 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 421 1694 74 81 1556 164 195 136 172 89 540 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 421 1694 74 81 1556 164 195 136 172 89 540 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 443 1783 78 85 1638 173 205 143 181 94 568 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 443 1783 78 85 1638 173 205 143 181 94 568 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 443 1783 78 85 1638 173 205 143 181 94 568 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.95 0.87 0.87 0.95 0.92 0.92 Lanes: 1.00 2.87 0.13 1.00 2.71 0.29 1.00 1.00 1.00 1.00 1.60 0.40 Final Sat.: 1805 4940 216 1805 4627 488 1805 1653 1653 1805 2806 696 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.25 0.36 0.36 0.05 0.35 0.35 0.11 0.09 0.11 0.05 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.52 0.52 0.09 0.36 0.36 0.34 0.21 0.21 0.32 0.20 0.20 Volume/Cap: 1.00 0.70 0.70 0.55 1.00 1.00 0.73 0.42 0.53 0.27 1.00 1.00 Delay/Veh: 79.0 19.1 19.1 48.0 52.1 52.1 36.2 34.9 36.4 25.3 72.3 72.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 79.0 19.1 19.1 48.0 52.1 52.1 36.2 34.9 36.4 25.3 72.3 72.3 HCM2kAvg: 20 15 15 3 25 25 7 4 6 2 16 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.624 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 18.5 Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 397 2147 0 0 1378 523 0 0 0 260 0 388 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 2147 0 0 1378 523 0 0 0 260 0 388 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 418 2260 0 0 1451 551 0 0 0 274 0 408 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 418 2260 0 0 1451 551 0 0 0 274 0 408 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 418 2260 0 0 1451 551 0 0 0 274 0 408 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.89 1.00 0.89 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.40 0.00 1.60 Final Sat.: 3502 5187 0 0 5187 1615 0 0 0 2374 0 2709 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.44 0.00 0.00 0.28 0.34 0.00 0.00 0.00 0.12 0.00 0.15 Crit Moves: **** **** **** Green/Cycle: 0.19 0.65 0.00 0.00 0.53 0.53 0.00 0.00 0.00 0.23 0.00 0.23 Volume/Cap: 0.64 0.67 0.00 0.00 0.53 0.64 0.00 0.00 0.00 0.51 0.00 0.67 Delay/Veh: 39.9 11.1 0.0 0.0 15.6 18.6 0.0 0.0 0.0 34.2 0.0 36.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.9 11.1 0.0 0.0 15.6 18.6 0.0 0.0 0.0 34.2 0.0 36.9 HCM2kAvg: 7 15 0 0 10 13 0 0 0 6 0 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.914 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 35.0 Optimal Cycle: 102 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1414 263 471 1167 0 1130 2 262 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1414 263 471 1167 0 1130 2 262 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1488 277 496 1228 0 1189 2 276 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1488 277 496 1228 0 1189 2 276 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1488 277 496 1228 0 1189 2 276 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.92 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.53 0.47 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4269 794 3502 5187 0 3224 6 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.14 0.24 0.00 0.37 0.37 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.38 0.38 0.15 0.43 0.00 0.40 0.40 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.91 0.91 0.91 0.55 0.00 0.91 0.91 0.42 0.00 0.00 0.00 Delay/Veh: 0.0 36.6 36.6 61.6 21.7 0.0 38.2 38.2 21.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 36.6 36.6 61.6 21.7 0.0 38.2 38.2 21.9 0.0 0.0 0.0 HCM2kAvg: 0 21 21 12 10 0 25 25 6 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.969 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 45.4 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 557 0 278 0 577 497 28 1059 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 557 0 278 0 577 497 28 1059 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 586 0 293 0 607 523 29 1115 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 586 0 293 0 607 523 29 1115 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 586 0 293 0 607 523 29 1115 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.18 0.00 0.32 0.32 0.02 0.59 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.53 0.53 0.10 0.57 0.00 Volume/Cap: 0.00 0.00 0.00 1.04 0.00 0.58 0.00 0.60 0.61 0.17 1.04 0.00 Delay/Veh: 0.0 0.0 0.0 81.5 0.0 30.5 0.0 17.4 17.7 41.8 58.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 81.5 0.0 30.5 0.0 17.4 17.7 41.8 58.5 0.0 HCM2kAvg: 0 0 0 27 0 8 0 13 12 1 45 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.840 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.7 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 410 0 78 0 0 0 140 994 0 0 677 478 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 410 0 78 0 0 0 140 994 0 0 677 478 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 432 0 82 0 0 0 147 1046 0 0 713 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 432 0 82 0 0 0 147 1046 0 0 713 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 432 0 82 0 0 0 147 1046 0 0 713 503 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.05 0.00 0.00 0.00 0.08 0.55 0.00 0.00 0.38 0.31 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.12 0.61 0.00 0.00 0.55 0.55 Volume/Cap: 0.90 0.00 0.19 0.00 0.00 0.00 0.68 0.90 0.00 0.00 0.68 0.56 Delay/Veh: 54.7 0.0 28.6 0.0 0.0 0.0 50.4 26.0 0.0 0.0 17.8 15.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.7 0.0 28.6 0.0 0.0 0.0 50.4 26.0 0.0 0.0 17.8 15.3 HCM2kAvg: 17 0 2 0 0 0 6 31 0 0 16 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.464 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 17.9 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1083 362 0 1321 421 0 0 0 158 0 491 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1083 362 0 1321 421 0 0 0 158 0 491 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1140 0 0 1391 0 0 0 0 166 0 517 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1140 0 0 1391 0 0 0 0 166 0 517 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1140 0 0 1391 0 0 0 0 166 0 517 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.24 0.00 1.76 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2068 0 2921 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.08 0.00 0.18 Crit Moves: **** **** **** Green/Cycle: 0.00 0.47 0.00 0.00 0.54 0.00 0.00 0.00 0.00 0.36 0.00 0.36 Volume/Cap: 0.00 0.46 0.00 0.00 0.49 0.00 0.00 0.00 0.00 0.22 0.00 0.49 Delay/Veh: 0.0 17.9 0.0 0.0 14.5 0.0 0.0 0.0 0.0 22.5 0.0 25.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.9 0.0 0.0 14.5 0.0 0.0 0.0 0.0 22.5 0.0 25.3 HCM2kAvg: 0 8 0 0 9 0 0 0 0 3 0 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.836 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 29.8 Optimal Cycle: 67 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1135 337 406 1073 0 311 0 641 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1135 337 406 1073 0 311 0 641 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1195 355 427 1129 0 327 0 675 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1195 355 427 1129 0 327 0 675 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1195 355 427 1129 0 327 0 675 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.88 1.00 0.88 1.00 1.00 1.00 Lanes: 0.00 2.31 0.69 1.00 3.00 0.00 1.33 0.00 1.67 0.00 0.00 0.00 Final Sat.: 0 3864 1147 1805 5187 0 2230 0 2812 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.24 0.22 0.00 0.15 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.28 0.51 0.00 0.29 0.00 0.29 0.00 0.00 0.00 Volume/Cap: 0.00 0.84 0.84 0.84 0.43 0.00 0.51 0.00 0.84 0.00 0.00 0.00 Delay/Veh: 0.0 32.2 32.2 45.1 15.3 0.0 30.0 0.0 38.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 32.2 32.2 45.1 15.3 0.0 30.0 0.0 38.7 0.0 0.0 0.0 HCM2kAvg: 0 17 17 16 7 0 7 0 14 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.067 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 60.1 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 577 85 53 1021 115 288 1005 93 329 1878 149 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 577 85 53 1021 115 288 1005 93 329 1878 149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 89 607 89 56 1075 121 303 1058 98 346 1977 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 607 89 56 1075 121 303 1058 98 346 1977 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 89 607 89 56 1075 121 303 1058 98 346 1977 157 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.06 0.03 0.30 0.07 0.09 0.29 0.06 0.10 0.55 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.22 0.22 0.11 0.27 0.27 0.08 0.44 0.44 0.15 0.51 0.51 Volume/Cap: 0.83 0.53 0.25 0.27 1.08 0.27 1.08 0.67 0.14 0.67 1.08 0.19 Delay/Veh: 84.8 34.8 32.5 41.3 90.3 28.8 123.9 23.5 16.9 43.7 72.4 13.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 84.8 34.8 32.5 41.3 90.3 28.8 123.9 23.5 16.9 43.7 72.4 13.7 HCM2kAvg: 5 6 2 2 26 3 10 14 2 7 44 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.207 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 81.8 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 659 0 984 266 581 0 0 532 481 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 659 0 984 266 581 0 0 532 481 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 694 0 1036 280 612 0 0 560 506 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 694 0 1036 280 612 0 0 560 506 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 694 0 1036 280 612 0 0 560 506 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 1.00 0.85 0.95 0.91 0.91 1.00 0.91 0.85 Lanes: 0.00 0.00 2.00 2.00 0.00 1.00 1.00 3.00 0.00 1.00 3.00 1.00 Final Sat.: 0 0 3610 3618 0 1615 1805 5187 0 1900 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.19 0.00 0.64 0.16 0.12 0.00 0.00 0.11 0.31 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.53 0.00 0.53 0.13 0.26 0.00 0.00 0.26 0.26 Volume/Cap: 0.00 0.00 0.00 0.36 0.00 1.21 1.21 0.46 0.00 0.00 0.42 1.21 Delay/Veh: 0.0 0.0 0.0 13.7 0.0 127.3 169.8 31.5 0.0 0.0 30.9 150.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 13.7 0.0 127.3 169.8 31.5 0.0 0.0 30.9 150.5 HCM2kAvg: 0 0 0 6 0 56 18 6 0 0 5 29 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.671 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 29.2 Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 71 1392 257 196 1411 23 28 58 14 494 324 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 1392 257 196 1411 23 28 58 14 494 324 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 75 1465 271 206 1485 24 29 61 15 520 341 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 1465 271 206 1485 24 29 61 15 520 341 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 75 1465 271 206 1485 24 29 61 15 520 341 171 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.61 0.39 1.00 1.33 0.67 Final Sat.: 3502 5187 1615 3502 5187 1615 1805 2824 682 1805 2286 1143 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.28 0.17 0.06 0.29 0.01 0.02 0.02 0.02 0.29 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.38 0.38 0.08 0.40 0.40 0.13 0.06 0.06 0.40 0.33 0.33 Volume/Cap: 0.36 0.75 0.44 0.73 0.72 0.04 0.12 0.36 0.36 0.72 0.45 0.45 Delay/Veh: 46.2 28.5 23.7 54.5 26.6 18.4 38.5 46.2 46.2 28.7 26.8 26.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.2 28.5 23.7 54.5 26.6 18.4 38.5 46.2 46.2 28.7 26.8 26.8 HCM2kAvg: 2 14 6 5 14 0 1 2 2 15 6 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.630 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.0 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 582 631 238 662 322 936 989 0 774 232 0 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 582 631 238 662 322 936 989 0 774 232 0 100 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 613 664 0 697 339 0 1041 0 815 244 0 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 613 664 0 697 339 0 1041 0 815 244 0 105 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 613 664 0 697 339 0 1041 0 815 244 0 105 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 0.92 0.91 1.00 0.92 1.00 0.75 0.92 1.00 0.75 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3502 6916 1900 3502 5187 1900 3502 0 2842 3502 0 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.10 0.00 0.20 0.07 0.00 0.30 0.00 0.29 0.07 0.00 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.32 0.14 0.00 0.30 0.12 0.00 0.44 0.00 0.63 0.19 0.00 0.36 Volume/Cap: 0.55 0.67 0.00 0.67 0.55 0.00 0.67 0.00 0.46 0.36 0.00 0.10 Delay/Veh: 28.7 42.5 0.0 32.7 42.5 0.0 23.4 0.0 9.9 35.3 0.0 21.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.7 42.5 0.0 32.7 42.5 0.0 23.4 0.0 9.9 35.3 0.0 21.6 HCM2kAvg: 9 6 0 11 4 0 14 0 7 4 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.403 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 18.6 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 178 1374 98 140 1120 68 33 18 116 89 14 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 1374 98 140 1120 68 33 18 116 89 14 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 187 1446 103 147 1179 72 35 19 122 94 15 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 1446 103 147 1179 72 35 19 122 94 15 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 187 1446 103 147 1179 72 35 19 122 94 15 45 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.90 0.90 0.92 0.90 0.90 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.73 0.27 2.00 3.77 0.23 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3502 6391 456 3502 6461 392 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.23 0.23 0.04 0.18 0.18 0.01 0.01 0.08 0.03 0.00 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.56 0.56 0.10 0.50 0.50 0.13 0.19 0.19 0.07 0.13 0.23 Volume/Cap: 0.32 0.40 0.40 0.40 0.36 0.36 0.08 0.03 0.40 0.40 0.03 0.12 Delay/Veh: 37.2 12.5 12.5 42.6 15.3 15.3 38.6 33.2 36.6 45.9 38.3 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.2 12.5 12.5 42.6 15.3 15.3 38.6 33.2 36.6 45.9 38.3 30.5 HCM2kAvg: 3 7 7 3 6 6 1 0 4 2 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.596 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.9 Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 137 416 109 722 317 286 259 384 30 95 440 974 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 137 416 109 722 317 286 259 384 30 95 440 974 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 144 438 115 760 334 301 273 404 32 100 463 1025 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 438 115 760 334 301 273 404 32 100 463 1025 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 144 438 115 760 334 301 273 404 32 100 463 1025 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.88 0.88 0.92 0.85 0.85 0.92 0.90 0.90 0.95 0.91 0.75 Lanes: 2.00 2.38 0.62 2.00 2.00 1.00 2.00 2.78 0.22 1.00 3.00 2.00 Final Sat.: 3502 3983 1044 3502 3212 1606 3502 4758 372 1805 5187 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.11 0.11 0.22 0.10 0.19 0.08 0.08 0.08 0.06 0.09 0.36 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.18 0.18 0.36 0.42 0.42 0.13 0.22 0.22 0.15 0.24 0.60 Volume/Cap: 0.31 0.60 0.60 0.60 0.25 0.45 0.60 0.39 0.39 0.36 0.37 0.60 Delay/Veh: 39.6 38.4 38.4 26.6 19.1 21.3 43.1 33.7 33.7 38.7 31.8 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.6 38.4 38.4 26.6 19.1 21.3 43.1 33.7 33.7 38.7 31.8 12.8 HCM2kAvg: 2 6 6 10 3 7 5 4 4 3 4 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM No Project Mon Oct 31, 2005 11:20:42 Page 25-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.819 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 30.6 Optimal Cycle: 70 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 658 1772 44 619 2529 156 152 410 431 43 616 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 658 1772 44 619 2529 156 152 410 431 43 616 257 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 693 1865 46 652 2662 164 160 432 454 45 648 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 693 1865 46 652 2662 164 160 432 454 45 648 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 693 1865 46 652 2662 164 160 432 454 45 648 271 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 6916 1615 3502 6916 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.27 0.03 0.19 0.38 0.10 0.05 0.08 0.28 0.01 0.13 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.42 0.42 0.29 0.47 0.47 0.06 0.12 0.36 0.09 0.15 0.44 Volume/Cap: 0.82 0.64 0.07 0.64 0.82 0.22 0.76 0.68 0.77 0.15 0.82 0.38 Delay/Veh: 42.5 23.6 17.4 32.5 24.8 15.9 61.3 44.8 34.5 42.3 48.1 19.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.5 23.6 17.4 32.5 24.8 15.9 61.3 44.8 34.5 42.3 48.1 19.1 HCM2kAvg: 13 12 1 10 20 3 4 6 14 1 9 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2030 No Project

PM Peak Hour

2030 PM No Project Mon Oct 31, 2005 11:25:49 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2030 PM No Project Command: 2030 PM NP Volume: 2030 PM No Project Geometry: 2030 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2030 PM No Project Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 1 GROVE AVE / 4 135 934 311 354 596 342 400 856 91 167 620 193 2 GROVE AVE. / 140 1282 400 80 794 214 290 1377 145 574 1585 10 3 GROVE AVE. / 27 1735 1045 55 1374 83 51 185 5 977 203 37 4 GROVE AVE. / 152 1849 54 467 1448 441 488 1806 49 42 1922 471 5 GROVE AVE. / 111 1867 124 120 1382 36 137 34 152 137 98 50 6 GROVE AVE. / 161 1463 121 109 1374 237 202 539 436 126 408 166 7 GROVE AVE. / 413 1550 158 329 1400 216 262 816 341 114 392 109 8 GROVE AVE. / 264 1757 0 0 1141 707 0 0 0 283 1 211 9 GROVE AVE. / 0 1247 129 265 1159 0 774 1 426 0 0 0 10 I-10 EB RAMPS 0 0 0 632 0 305 0 668 844 48 978 0 11 I-10 WB RAMPS 393 0 113 0 0 0 313 987 0 0 632 299 12 VINEYARD AVE. 0 2348 620 0 970 398 0 0 0 192 0 799 13 VINEYARD AVE. 0 2257 293 114 1048 0 710 0 694 0 0 0 14 VINEYARD AVE. 88 1033 235 197 1067 167 273 1202 271 265 1372 232 15 VINEYARD AVE. 0 0 0 781 0 822 617 1056 0 0 661 740 16 ARCHIBALD AVE 167 1562 814 196 1910 24 103 581 130 389 104 22 17 ARCHIBALD AVE 1224 852 223 541 635 1253 1460 0 804 363 0 231 18 ARCHIBALD AVE 216 1722 267 375 1382 44 451 188 233 128 39 126 19 ARCHIBALD AVE 108 847 365 773 503 468 379 871 114 346 655 979 20 HAVEN AVE. / 559 2625 69 606 2318 218 170 880 617 25 1053 712 Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. D 36.0 0.810 D 36.0 0.810 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. D 36.3 0.837 D 36.3 0.837 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. E 73.1 1.209 E 73.1 1.209 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. F 116.3 1.301 F 116.3 1.301 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 19.2 0.690 B 19.2 0.690 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 33.6 0.923 C 33.6 0.923 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. E 72.7 1.076 E 72.7 1.076 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 16.7 0.741 B 16.7 0.741 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 25.6 0.681 C 25.6 0.681 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. D 53.9 1.006 D 53.9 1.006 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 31.3 0.826 C 31.3 0.826 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS C 22.8 0.790 C 22.8 0.790 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 31.4 0.939 C 31.4 0.939 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. D 39.1 0.918 D 39.1 0.918 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. F 138.1 1.498 F 138.1 1.498 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE E 56.0 1.119 E 56.0 1.119 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA E 55.8 0.995 E 55.8 0.995 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. C 26.4 0.665 C 26.4 0.665 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. D 45.5 0.973 D 45.5 0.973 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. D 44.0 0.994 D 44.0 0.994 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 4-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.810 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 36.0 Optimal Cycle: 67 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 135 934 311 354 596 342 400 856 91 167 620 193 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 934 311 354 596 342 400 856 91 167 620 193 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 142 983 327 373 627 360 421 901 96 176 653 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 983 327 373 627 360 421 901 96 176 653 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 983 327 373 627 360 421 901 96 176 653 203 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.95 0.85 0.92 0.90 0.90 0.92 0.94 0.94 0.92 0.92 0.92 Lanes: 2.00 2.00 1.00 2.00 1.27 0.73 2.00 1.81 0.19 2.00 1.53 0.47 Final Sat.: 3502 3610 1615 3502 2168 1244 3502 3217 342 3502 2654 826 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.20 0.11 0.29 0.29 0.12 0.28 0.28 0.05 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.34 0.34 0.13 0.39 0.39 0.15 0.37 0.37 0.08 0.30 0.30 Volume/Cap: 0.51 0.81 0.60 0.81 0.75 0.75 0.81 0.75 0.75 0.63 0.81 0.81 Delay/Veh: 45.6 34.4 29.5 52.5 28.8 28.8 50.5 29.8 29.8 49.1 36.9 36.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.6 34.4 29.5 52.5 28.8 28.8 50.5 29.8 29.8 49.1 36.9 36.9 HCM2kAvg: 3 16 9 8 14 14 9 15 15 4 14 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.837 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 36.3 Optimal Cycle: 75 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 140 1282 400 80 794 214 290 1377 145 574 1585 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 140 1282 400 80 794 214 290 1377 145 574 1585 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 147 1349 421 84 836 225 305 1449 153 604 1668 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 147 1349 421 84 836 225 305 1449 153 604 1668 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 147 1349 421 84 836 225 305 1449 153 604 1668 11 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.95 0.85 0.92 0.90 0.90 0.92 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.71 0.29 2.00 3.00 1.00 Final Sat.: 3502 5187 1615 3502 3610 1615 3502 4627 487 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.26 0.26 0.02 0.23 0.14 0.09 0.31 0.31 0.17 0.32 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.30 0.30 0.06 0.29 0.29 0.12 0.36 0.36 0.20 0.44 0.44 Volume/Cap: 0.57 0.87 0.87 0.40 0.81 0.49 0.73 0.87 0.87 0.87 0.73 0.01 Delay/Veh: 47.7 38.6 48.6 46.5 38.1 30.4 48.9 34.4 34.4 50.0 24.3 15.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.7 38.6 48.6 46.5 38.1 30.4 48.9 34.4 34.4 50.0 24.3 15.8 HCM2kAvg: 3 16 15 2 14 6 6 18 18 13 15 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.209 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 73.1 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 1735 1045 55 1374 83 51 185 5 977 203 37 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1735 1045 55 1374 83 51 185 5 977 203 37 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 28 1826 1100 58 1446 87 54 195 5 1028 214 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1826 1100 58 1446 87 54 195 5 1028 214 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 1826 1100 58 1446 87 54 195 5 1028 214 39 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 1.00 1.00 0.92 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.83 0.17 1.00 0.97 0.03 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4847 293 1805 1843 50 3502 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.35 0.68 0.03 0.30 0.30 0.03 0.11 0.11 0.29 0.11 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.54 0.54 0.06 0.50 0.50 0.11 0.08 0.08 0.23 0.21 0.21 Volume/Cap: 0.16 0.65 1.26 0.53 0.60 0.60 0.27 1.26 1.26 1.26 0.54 0.12 Delay/Veh: 41.5 16.7 147.6 50.8 18.1 18.1 41.5 202 202.1 163.6 37.0 32.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.5 16.7 147.6 50.8 18.1 18.1 41.5 202 202.1 163.6 37.0 32.4 HCM2kAvg: 1 14 63 3 12 12 2 14 14 33 6 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.301 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 116.3 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 152 1849 54 467 1448 441 488 1806 49 42 1922 471 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1849 54 467 1448 441 488 1806 49 42 1922 471 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 160 1946 57 492 1524 464 514 1901 52 44 2023 496 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1946 57 492 1524 464 514 1901 52 44 2023 496 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 160 1946 57 492 1524 464 514 1901 52 44 2023 496 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 1.00 2.91 0.09 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 5020 147 1805 5187 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.39 0.39 0.27 0.29 0.29 0.15 0.37 0.03 0.01 0.39 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.30 0.30 0.21 0.39 0.50 0.11 0.35 0.35 0.06 0.30 0.30 Volume/Cap: 0.75 1.30 1.30 1.30 0.75 0.57 1.30 1.03 0.09 0.22 1.30 1.02 Delay/Veh: 56.9 175 175.4 193.1 28.0 18.3 197.2 62.5 21.6 45.5 175 82.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.9 175 175.4 193.1 28.0 18.3 197.2 62.5 21.6 45.5 175 82.1 HCM2kAvg: 7 41 41 33 15 10 18 28 1 1 42 22 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.690 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 19.2 Optimal Cycle: 41 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 111 1867 124 120 1382 36 137 34 152 137 98 50 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 1867 124 120 1382 36 137 34 152 137 98 50 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 117 1965 131 126 1455 38 144 36 160 144 103 53 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 1965 131 126 1455 38 144 36 160 144 103 53 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 117 1965 131 126 1455 38 144 36 160 144 103 53 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.91 0.52 0.88 0.88 0.45 0.95 0.95 Lanes: 1.00 2.81 0.19 1.00 2.92 0.08 1.00 0.18 0.82 1.00 0.66 0.34 Final Sat.: 1805 4820 320 1805 5035 131 980 305 1362 846 1194 609 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.41 0.41 0.07 0.29 0.29 0.15 0.12 0.12 0.17 0.09 0.09 Crit Moves: **** **** **** Green/Cycle: 0.13 0.59 0.59 0.10 0.57 0.57 0.25 0.25 0.25 0.25 0.25 0.25 Volume/Cap: 0.51 0.69 0.69 0.69 0.51 0.51 0.59 0.48 0.48 0.69 0.35 0.35 Delay/Veh: 42.7 14.8 14.8 54.0 13.4 13.4 37.2 33.0 33.0 43.5 31.5 31.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.7 14.8 14.8 54.0 13.4 13.4 37.2 33.0 33.0 43.5 31.5 31.5 HCM2kAvg: 4 16 16 5 9 9 8 6 6 10 4 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.923 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 33.6 Optimal Cycle: 108 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 161 1463 121 109 1374 237 202 539 436 126 408 166 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 1463 121 109 1374 237 202 539 436 126 408 166 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 169 1540 127 115 1446 249 213 567 459 133 429 175 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 1540 127 115 1446 249 213 567 459 133 429 175 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 169 1540 127 115 1446 249 213 567 459 133 429 175 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.34 0.89 0.89 0.16 0.91 0.91 Lanes: 1.00 2.77 0.23 1.00 2.56 0.44 1.00 1.11 0.89 1.00 1.42 0.58 Final Sat.: 1805 4738 392 1805 4327 746 640 1862 1506 302 2456 999 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.33 0.33 0.06 0.33 0.33 0.33 0.30 0.30 0.44 0.17 0.17 Crit Moves: **** **** **** Green/Cycle: 0.10 0.39 0.39 0.08 0.36 0.36 0.48 0.48 0.48 0.48 0.48 0.48 Volume/Cap: 0.92 0.84 0.84 0.84 0.92 0.92 0.70 0.64 0.64 0.92 0.37 0.37 Delay/Veh: 89.3 31.0 31.0 79.7 38.8 38.8 27.5 20.6 20.6 76.8 16.8 16.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 89.3 31.0 31.0 79.7 38.8 38.8 27.5 20.6 20.6 76.8 16.8 16.8 HCM2kAvg: 9 18 18 6 21 21 16 12 12 28 6 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.076 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 72.7 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 413 1550 158 329 1400 216 262 816 341 114 392 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 1550 158 329 1400 216 262 816 341 114 392 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 435 1632 166 346 1474 227 276 859 359 120 413 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 435 1632 166 346 1474 227 276 859 359 120 413 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 435 1632 166 346 1474 227 276 859 359 120 413 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.95 0.91 0.91 0.75 0.92 0.92 Lanes: 1.00 2.72 0.28 1.00 2.60 0.40 1.00 1.41 0.59 1.00 1.56 0.44 Final Sat.: 1805 4641 473 1805 4404 679 1805 2434 1017 1422 2731 759 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.35 0.35 0.19 0.33 0.33 0.15 0.35 0.35 0.08 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.34 0.34 0.19 0.31 0.31 0.41 0.33 0.33 0.25 0.19 0.19 Volume/Cap: 1.08 1.02 1.02 1.02 1.08 1.08 0.64 1.08 1.08 0.64 0.78 0.78 Delay/Veh: 107.3 59.7 59.7 95.0 82.7 82.7 25.5 85.4 85.4 39.0 44.4 44.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 107.3 59.7 59.7 95.0 82.7 82.7 25.5 85.4 85.4 39.0 44.4 44.4 HCM2kAvg: 23 26 26 17 27 27 8 29 29 5 10 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.741 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 16.7 Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 264 1757 0 0 1141 707 0 0 0 283 1 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 1757 0 0 1141 707 0 0 0 283 1 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 278 1849 0 0 1201 744 0 0 0 298 1 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 278 1849 0 0 1201 744 0 0 0 298 1 222 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 278 1849 0 0 1201 744 0 0 0 298 1 222 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.88 0.88 0.88 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.57 0.01 1.42 Final Sat.: 3502 5187 0 0 5187 1615 0 0 0 2614 7 2373 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.36 0.00 0.00 0.23 0.46 0.00 0.00 0.00 0.11 0.16 0.09 Crit Moves: **** **** **** Green/Cycle: 0.11 0.62 0.00 0.00 0.62 0.62 0.00 0.00 0.00 0.21 0.21 0.21 Volume/Cap: 0.74 0.57 0.00 0.00 0.37 0.74 0.00 0.00 0.00 0.54 0.74 0.44 Delay/Veh: 51.0 11.3 0.0 0.0 9.4 16.3 0.0 0.0 0.0 35.7 41.1 34.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.0 11.3 0.0 0.0 9.4 16.3 0.0 0.0 0.0 35.7 41.1 34.6 HCM2kAvg: 6 11 0 0 6 17 0 0 0 6 10 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.681 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 25.6 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1247 129 265 1159 0 774 1 426 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1247 129 265 1159 0 774 1 426 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1313 136 279 1220 0 815 1 448 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1313 136 279 1220 0 815 1 448 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1313 136 279 1220 0 815 1 448 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.92 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.72 0.28 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4635 479 3502 5187 0 3226 4 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.28 0.28 0.08 0.24 0.00 0.25 0.25 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.42 0.42 0.12 0.42 0.00 0.41 0.41 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.68 0.68 0.68 0.55 0.00 0.62 0.62 0.68 0.00 0.00 0.00 Delay/Veh: 0.0 24.7 24.7 47.0 22.0 0.0 24.4 24.4 27.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.7 24.7 47.0 22.0 0.0 24.4 24.4 27.2 0.0 0.0 0.0 HCM2kAvg: 0 13 13 6 10 0 12 12 12 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.006 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 53.9 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 632 0 305 0 668 844 48 978 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 632 0 305 0 668 844 48 978 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 665 0 321 0 703 888 51 1029 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 665 0 321 0 703 888 51 1029 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 665 0 321 0 703 888 51 1029 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.37 0.00 0.20 0.00 0.37 0.55 0.03 0.54 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.53 0.53 0.06 0.53 0.00 Volume/Cap: 0.00 0.00 0.00 1.04 0.00 0.56 0.00 0.70 1.04 0.47 1.02 0.00 Delay/Veh: 0.0 0.0 0.0 79.7 0.0 27.5 0.0 20.0 66.3 48.6 58.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 79.7 0.0 27.5 0.0 20.0 66.3 48.6 58.4 0.0 HCM2kAvg: 0 0 0 31 0 8 0 17 38 2 42 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.826 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 31.3 Optimal Cycle: 64 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 393 0 113 0 0 0 313 987 0 0 632 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 393 0 113 0 0 0 313 987 0 0 632 299 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 414 0 119 0 0 0 329 1039 0 0 665 315 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 414 0 119 0 0 0 329 1039 0 0 665 315 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 414 0 119 0 0 0 329 1039 0 0 665 315 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.07 0.00 0.00 0.00 0.18 0.55 0.00 0.00 0.35 0.19 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.23 0.62 0.00 0.00 0.45 0.45 Volume/Cap: 0.88 0.00 0.28 0.00 0.00 0.00 0.78 0.88 0.00 0.00 0.78 0.44 Delay/Veh: 53.0 0.0 29.9 0.0 0.0 0.0 45.2 24.0 0.0 0.0 28.3 19.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.0 0.0 29.9 0.0 0.0 0.0 45.2 24.0 0.0 0.0 28.3 19.4 HCM2kAvg: 16 0 3 0 0 0 12 30 0 0 19 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.790 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 22.8 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2348 620 0 970 398 0 0 0 192 0 799 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2348 620 0 970 398 0 0 0 192 0 799 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2472 0 0 1021 0 0 0 0 202 0 841 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2472 0 0 1021 0 0 0 0 202 0 841 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2472 0 0 1021 0 0 0 0 202 0 841 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.87 1.00 0.87 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.19 0.00 1.81 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 1974 0 2986 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.48 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.10 0.00 0.28 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.33 0.00 0.33 Volume/Cap: 0.00 0.84 0.00 0.00 0.41 0.00 0.00 0.00 0.00 0.31 0.00 0.84 Delay/Veh: 0.0 20.4 0.0 0.0 17.0 0.0 0.0 0.0 0.0 24.7 0.0 36.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.4 0.0 0.0 17.0 0.0 0.0 0.0 0.0 24.7 0.0 36.2 HCM2kAvg: 0 23 0 0 7 0 0 0 0 4 0 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.939 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 31.4 Optimal Cycle: 122 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2257 293 114 1048 0 710 0 694 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2257 293 114 1048 0 710 0 694 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2376 308 120 1103 0 747 0 731 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2376 308 120 1103 0 747 0 731 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2376 308 120 1103 0 747 0 731 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 2.66 0.34 1.00 3.00 0.00 1.51 0.00 1.49 0.00 0.00 0.00 Final Sat.: 0 4513 586 1805 5187 0 2583 0 2563 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.53 0.53 0.07 0.21 0.00 0.29 0.00 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.56 0.56 0.07 0.49 0.00 0.31 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 0.00 0.94 0.94 0.94 0.43 0.00 0.94 0.00 0.92 0.00 0.00 0.00 Delay/Veh: 0.0 27.3 27.3 106.9 16.5 0.0 44.9 0.0 42.9 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 27.3 27.3 106.9 16.5 0.0 44.9 0.0 42.9 0.0 0.0 0.0 HCM2kAvg: 0 31 31 7 7 0 20 0 19 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.918 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 39.1 Optimal Cycle: 111 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 1033 235 197 1067 167 273 1202 271 265 1372 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1033 235 197 1067 167 273 1202 271 265 1372 232 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 93 1087 247 207 1123 176 287 1265 285 279 1444 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1087 247 207 1123 176 287 1265 285 279 1444 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 93 1087 247 207 1123 176 287 1265 285 279 1444 244 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.21 0.15 0.11 0.31 0.11 0.08 0.35 0.18 0.08 0.40 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.26 0.26 0.14 0.34 0.34 0.09 0.43 0.43 0.10 0.43 0.43 Volume/Cap: 0.86 0.82 0.60 0.82 0.92 0.32 0.92 0.82 0.41 0.82 0.92 0.35 Delay/Veh: 91.3 39.0 35.0 60.0 43.4 25.0 76.8 29.1 20.4 59.2 36.1 19.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 91.3 39.0 35.0 60.0 43.4 25.0 76.8 29.1 20.4 59.2 36.1 19.2 HCM2kAvg: 5 13 7 9 21 4 8 19 6 7 25 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.498 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 138.1 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 1 0 1 0 1 1 0 0 1 1 0 2 1 0 1 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 781 0 822 617 1056 0 0 661 740 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 781 0 822 617 1056 0 0 661 740 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 822 0 865 649 1112 0 0 696 779 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 822 0 865 649 1112 0 0 696 779 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 822 0 865 649 1112 0 0 696 779 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 0.95 0.95 1.00 0.85 0.95 0.91 0.91 1.00 0.91 0.85 Lanes: 0.00 0.00 2.00 2.00 0.00 1.00 1.00 3.00 0.00 1.00 3.00 1.00 Final Sat.: 0 0 3610 3618 0 1615 1805 5187 0 1900 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.23 0.00 0.54 0.36 0.21 0.00 0.00 0.13 0.48 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.36 0.00 0.36 0.24 0.44 0.00 0.00 0.32 0.32 Volume/Cap: 0.00 0.00 0.00 0.64 0.00 1.50 1.50 0.49 0.00 0.00 0.42 1.50 Delay/Veh: 0.0 0.0 0.0 27.7 0.0 265.1 273.8 20.2 0.0 0.0 26.7 267.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 27.7 0.0 265.1 273.8 20.2 0.0 0.0 26.7 267.8 HCM2kAvg: 0 0 0 12 0 63 50 8 0 0 6 57 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.119 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 56.0 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 167 1562 814 196 1910 24 103 581 130 389 104 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1562 814 196 1910 24 103 581 130 389 104 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 176 1644 857 206 2011 25 108 612 137 409 109 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1644 857 206 2011 25 108 612 137 409 109 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 176 1644 857 206 2011 25 108 612 137 409 109 23 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.95 0.92 0.92 0.95 0.93 0.93 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.63 0.37 1.00 1.65 0.35 Final Sat.: 3502 5187 1615 3502 5187 1615 1805 2870 642 1805 2902 614 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.32 0.53 0.06 0.39 0.02 0.06 0.21 0.21 0.23 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.47 0.47 0.06 0.46 0.46 0.20 0.19 0.19 0.20 0.19 0.19 Volume/Cap: 0.71 0.67 1.13 0.98 0.84 0.03 0.31 1.13 1.13 1.13 0.19 0.19 Delay/Veh: 54.4 21.3 100.6 103.7 26.8 14.9 35.0 117 116.5 126.8 33.8 33.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.4 21.3 100.6 103.7 26.8 14.9 35.0 117 116.5 126.8 33.8 33.8 HCM2kAvg: 4 14 42 7 21 0 3 20 20 23 2 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.995 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 55.8 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1224 852 223 541 635 1253 1460 0 804 363 0 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1224 852 223 541 635 1253 1460 0 804 363 0 231 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 1288 897 0 569 668 0 1537 0 846 382 0 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1288 897 0 569 668 0 1537 0 846 382 0 243 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 1288 897 0 569 668 0 1537 0 846 382 0 243 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 1.00 0.92 0.91 1.00 0.92 1.00 0.75 0.92 1.00 0.75 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3502 6916 1900 3502 5187 1900 3502 0 2842 3502 0 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.37 0.13 0.00 0.16 0.13 0.00 0.44 0.00 0.30 0.11 0.00 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.35 0.21 0.00 0.26 0.12 0.00 0.41 0.00 0.51 0.31 0.00 0.32 Volume/Cap: 1.06 0.63 0.00 0.63 1.06 0.00 1.06 0.00 0.58 0.36 0.00 0.27 Delay/Veh: 77.2 37.0 0.0 34.1 97.8 0.0 71.9 0.0 17.4 27.3 0.0 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 77.2 37.0 0.0 34.1 97.8 0.0 71.9 0.0 17.4 27.3 0.0 25.4 HCM2kAvg: 31 7 0 9 12 0 36 0 9 5 0 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.665 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.4 Optimal Cycle: 44 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 216 1722 267 375 1382 44 451 188 233 128 39 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 216 1722 267 375 1382 44 451 188 233 128 39 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 227 1813 281 395 1455 46 475 198 245 135 41 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 227 1813 281 395 1455 46 475 198 245 135 41 133 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 227 1813 281 395 1455 46 475 198 245 135 41 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.89 0.89 0.92 0.91 0.91 0.92 0.95 0.85 0.92 0.95 0.85 Lanes: 2.00 3.46 0.54 2.00 3.88 0.12 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3502 5868 910 3502 6669 212 3502 3610 1615 3502 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.31 0.31 0.11 0.22 0.22 0.14 0.05 0.15 0.04 0.01 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.46 0.46 0.17 0.49 0.49 0.20 0.23 0.23 0.06 0.09 0.26 Volume/Cap: 0.45 0.67 0.67 0.67 0.45 0.45 0.68 0.24 0.67 0.64 0.13 0.32 Delay/Veh: 39.7 21.4 21.4 41.8 16.9 16.9 39.8 31.7 39.8 52.5 42.2 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.7 21.4 21.4 41.8 16.9 16.9 39.8 31.7 39.8 52.5 42.2 30.5 HCM2kAvg: 4 13 13 7 8 8 8 3 8 3 1 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.973 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 45.5 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 847 365 773 503 468 379 871 114 346 655 979 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 847 365 773 503 468 379 871 114 346 655 979 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 114 892 384 814 529 493 399 917 120 364 689 1031 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 892 384 814 529 493 399 917 120 364 689 1031 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 114 892 384 814 529 493 399 917 120 364 689 1031 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.87 0.87 0.92 0.84 0.84 0.92 0.89 0.89 0.95 0.91 0.75 Lanes: 2.00 2.10 0.90 2.00 2.00 1.00 2.00 2.65 0.35 1.00 3.00 2.00 Final Sat.: 3502 3462 1492 3502 3209 1605 3502 4509 590 1805 5187 2842 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.26 0.23 0.16 0.31 0.11 0.20 0.20 0.20 0.13 0.36 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.26 0.26 0.24 0.42 0.42 0.19 0.21 0.21 0.21 0.22 0.46 Volume/Cap: 0.39 0.97 0.97 0.97 0.39 0.73 0.59 0.97 0.97 0.97 0.59 0.78 Delay/Veh: 44.4 55.0 55.0 62.3 20.2 26.1 38.2 60.5 60.5 78.5 35.5 25.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.4 55.0 55.0 62.3 20.2 26.1 38.2 60.5 60.5 78.5 35.5 25.7 HCM2kAvg: 2 18 18 18 6 14 7 16 16 17 7 15 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM No Project Mon Oct 31, 2005 11:25:51 Page 25-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 No Project Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.994 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 44.0 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 559 2625 69 606 2318 218 170 880 617 25 1053 712 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 559 2625 69 606 2318 218 170 880 617 25 1053 712 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 588 2763 73 638 2440 229 179 926 649 26 1108 749 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 588 2763 73 638 2440 229 179 926 649 26 1108 749 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 588 2763 73 638 2440 229 179 926 649 26 1108 749 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 0.92 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3502 6916 1615 3502 6916 1615 3502 5187 1615 3502 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.40 0.04 0.18 0.35 0.14 0.05 0.18 0.40 0.01 0.21 0.46 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.40 0.40 0.18 0.39 0.39 0.06 0.27 0.46 0.07 0.28 0.46 Volume/Cap: 0.90 1.00 0.11 1.00 0.90 0.36 0.85 0.66 0.88 0.11 0.76 1.00 Delay/Veh: 55.1 48.3 19.1 77.7 33.0 21.9 73.3 33.5 36.2 43.8 35.3 60.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.1 48.3 19.1 77.7 33.0 21.9 73.3 33.5 36.2 43.8 35.3 60.9 HCM2kAvg: 13 29 1 16 21 5 5 9 21 0 12 31 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2030 Horizon Year

AM Peak Hour

2030 AM Thu May 5, 2005 12:58:59 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2030 AM Command: 2030 AM Volume: 2030 AM Geometry: 2030 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2030 AM Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 34.2 0.759 C 34.2 0.759 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 33.4 0.843 C 33.4 0.843 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 33.5 0.916 C 33.5 0.916 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. E 55.2 1.040 E 55.2 1.040 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 15.8 0.550 B 15.8 0.550 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 27.4 0.767 C 27.4 0.767 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. D 44.9 1.004 D 44.9 1.004 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 18.5 0.631 B 18.5 0.631 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS D 36.3 0.928 D 36.3 0.928 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. D 45.8 0.972 D 45.8 0.972 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 28.2 0.843 C 28.2 0.843 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS B 17.7 0.469 B 17.7 0.469 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 30.3 0.849 C 30.3 0.849 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. E 64.4 1.085 E 64.4 1.085 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. F 92.3 1.259 F 92.3 1.259 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE C 30.1 0.694 C 30.1 0.694 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 28.7 0.644 C 28.7 0.644 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. B 18.5 0.408 B 18.5 0.408 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 27.0 0.577 C 27.0 0.577 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 31.1 0.831 C 31.1 0.831 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.759 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 34.2 Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 91 664 133 387 798 176 285 505 67 166 754 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 664 133 387 798 176 285 505 67 166 754 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 96 699 140 407 840 185 300 532 71 175 794 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 699 140 407 840 185 300 532 71 175 794 222 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 96 699 140 407 840 185 300 532 71 175 794 222 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.92 0.92 0.90 0.93 0.93 0.90 0.92 0.92 Lanes: 2.00 2.00 1.00 2.00 1.64 0.36 2.00 1.77 0.23 2.00 1.56 0.44 Final Sat.: 3420 3610 1615 3420 2878 635 3420 3130 415 3420 2728 763 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.09 0.12 0.29 0.29 0.09 0.17 0.17 0.05 0.29 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.27 0.27 0.17 0.37 0.37 0.11 0.36 0.36 0.13 0.37 0.37 Volume/Cap: 0.47 0.72 0.32 0.72 0.78 0.78 0.78 0.47 0.47 0.40 0.78 0.78 Delay/Veh: 47.1 35.8 29.7 44.0 30.7 30.7 53.0 25.0 25.0 40.8 30.8 30.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.1 35.8 29.7 44.0 30.7 30.7 53.0 25.0 25.0 40.8 30.8 30.8 HCM2kAvg: 2 11 4 8 16 16 7 7 7 3 16 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.843 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.4 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 128 833 745 3 882 111 102 672 63 447 932 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 833 745 3 882 111 102 672 63 447 932 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 135 877 784 3 928 117 107 707 66 471 981 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 877 784 3 928 117 107 707 66 471 981 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 135 877 784 3 928 117 107 707 66 471 981 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.74 0.26 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4681 439 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.17 0.49 0.00 0.26 0.07 0.03 0.15 0.15 0.14 0.19 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.54 0.54 0.06 0.49 0.49 0.08 0.17 0.17 0.15 0.24 0.24 Volume/Cap: 0.35 0.31 0.90 0.02 0.53 0.15 0.41 0.90 0.90 0.90 0.78 0.10 Delay/Veh: 41.5 12.8 32.9 44.3 18.1 14.3 45.0 53.2 53.2 60.1 38.4 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.5 12.8 32.9 44.3 18.1 14.3 45.0 53.2 53.2 60.1 38.4 29.5 HCM2kAvg: 2 5 25 0 10 2 2 11 11 11 11 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.916 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.5 Optimal Cycle: 109 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 15 1617 768 34 1286 72 37 50 8 941 257 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 1617 768 34 1286 72 37 50 8 941 257 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 16 1702 808 36 1354 76 39 53 8 991 271 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1702 808 36 1354 76 39 53 8 991 271 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 16 1702 808 36 1354 76 39 53 8 991 271 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 0.98 0.98 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.84 0.16 1.00 0.86 0.14 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4873 273 1805 1604 257 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.33 0.50 0.02 0.28 0.28 0.02 0.03 0.03 0.29 0.14 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.51 0.51 0.06 0.47 0.47 0.10 0.06 0.06 0.29 0.25 0.25 Volume/Cap: 0.09 0.65 0.99 0.33 0.60 0.60 0.21 0.55 0.55 0.99 0.57 0.14 Delay/Veh: 41.0 18.7 52.7 46.9 20.1 20.1 41.5 51.3 51.3 60.5 34.6 29.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 18.7 52.7 46.9 20.1 20.1 41.5 51.3 51.3 60.5 34.6 29.4 HCM2kAvg: 1 13 32 1 11 11 1 3 3 22 8 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.040 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 55.2 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 112 1411 0 345 1565 326 604 929 97 117 1396 385 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 1411 0 345 1565 326 604 929 97 117 1396 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 118 1485 0 363 1647 343 636 978 102 123 1469 405 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 1485 0 363 1647 343 636 978 102 123 1469 405 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 118 1485 0 363 1647 343 636 978 102 123 1469 405 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 3.00 0.00 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 5187 0 1805 5187 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.29 0.00 0.20 0.32 0.21 0.19 0.19 0.06 0.04 0.28 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.28 0.00 0.19 0.39 0.57 0.18 0.34 0.34 0.11 0.27 0.27 Volume/Cap: 0.82 1.04 0.00 1.04 0.82 0.37 1.04 0.55 0.18 0.33 1.04 0.92 Delay/Veh: 74.3 71.1 0.0 99.2 30.1 12.1 88.2 27.0 23.3 41.7 71.4 60.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.3 71.1 0.0 99.2 30.1 12.1 88.2 27.0 23.3 41.7 71.4 60.0 HCM2kAvg: 6 23 0 19 17 6 17 9 2 2 23 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.550 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 15.8 Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 1350 132 230 1398 72 26 36 25 88 57 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 1350 132 230 1398 72 26 36 25 88 57 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 54 1421 139 242 1472 76 27 38 26 93 60 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 1421 139 242 1472 76 27 38 26 93 60 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 54 1421 139 242 1472 76 27 38 26 93 60 76 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.43 0.94 0.94 0.66 0.92 0.92 Lanes: 1.00 2.73 0.27 1.00 2.85 0.15 1.00 0.59 0.41 1.00 0.44 0.56 Final Sat.: 1805 4664 456 1805 4898 252 817 1053 731 1250 769 971 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.30 0.30 0.13 0.30 0.30 0.03 0.04 0.04 0.07 0.08 0.08 Crit Moves: **** **** **** Green/Cycle: 0.13 0.55 0.55 0.24 0.67 0.67 0.14 0.14 0.14 0.14 0.14 0.14 Volume/Cap: 0.22 0.55 0.55 0.55 0.45 0.45 0.24 0.25 0.25 0.52 0.55 0.55 Delay/Veh: 39.2 14.5 14.5 34.5 8.1 8.1 39.1 38.7 38.7 42.6 42.6 42.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.2 14.5 14.5 34.5 8.1 8.1 39.1 38.7 38.7 42.6 42.6 42.6 HCM2kAvg: 2 10 10 7 8 8 2 2 2 5 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.767 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.4 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 357 1271 205 137 1219 206 128 162 158 170 273 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 357 1271 205 137 1219 206 128 162 158 170 273 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 376 1338 216 144 1283 217 135 171 166 179 287 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 376 1338 216 144 1283 217 135 171 166 179 287 129 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 376 1338 216 144 1283 217 135 171 166 179 287 129 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.36 0.88 0.88 0.43 0.91 0.91 Lanes: 1.00 2.58 0.42 1.00 2.57 0.43 1.00 1.01 0.99 1.00 1.38 0.62 Final Sat.: 1805 4373 705 1805 4340 733 692 1692 1651 823 2372 1069 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.31 0.31 0.08 0.30 0.30 0.19 0.10 0.10 0.22 0.12 0.12 Crit Moves: **** **** **** Green/Cycle: 0.27 0.52 0.52 0.14 0.39 0.39 0.28 0.28 0.28 0.28 0.28 0.28 Volume/Cap: 0.77 0.59 0.59 0.59 0.77 0.77 0.69 0.36 0.36 0.77 0.43 0.43 Delay/Veh: 40.7 16.9 16.9 44.3 28.7 28.7 41.7 28.8 28.8 47.0 29.5 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 16.9 16.9 44.3 28.7 28.7 41.7 28.8 28.8 47.0 29.5 29.5 HCM2kAvg: 13 11 11 5 15 15 11 4 4 13 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.004 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 44.9 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 421 1725 74 81 1591 168 196 136 172 90 540 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 421 1725 74 81 1591 168 196 136 172 90 540 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 443 1816 78 85 1675 177 206 143 181 95 568 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 443 1816 78 85 1675 177 206 143 181 95 568 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 443 1816 78 85 1675 177 206 143 181 95 568 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.93 0.87 0.87 0.95 0.92 0.92 Lanes: 1.00 2.88 0.12 1.00 2.71 0.29 1.00 1.00 1.00 1.00 1.60 0.40 Final Sat.: 1805 4944 212 1805 4626 488 1769 1653 1653 1805 2806 696 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.25 0.37 0.37 0.05 0.36 0.36 0.12 0.09 0.11 0.05 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.24 0.52 0.52 0.08 0.36 0.36 0.34 0.20 0.20 0.31 0.20 0.20 Volume/Cap: 1.00 0.71 0.71 0.56 1.00 1.00 0.73 0.42 0.54 0.27 1.00 1.00 Delay/Veh: 81.8 19.1 19.1 48.4 54.1 54.1 36.8 35.1 36.6 25.5 75.0 75.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 81.8 19.1 19.1 48.4 54.1 54.1 36.8 35.1 36.6 25.5 75.0 75.0 HCM2kAvg: 21 16 16 4 26 26 8 4 6 2 17 17 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.631 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 18.5 Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 397 2177 0 0 1388 548 0 0 0 260 0 389 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 2177 0 0 1388 548 0 0 0 260 0 389 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 418 2292 0 0 1461 577 0 0 0 274 0 409 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 418 2292 0 0 1461 577 0 0 0 274 0 409 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 418 2292 0 0 1461 577 0 0 0 274 0 409 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.89 1.00 0.89 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.40 0.00 1.60 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2373 0 2710 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.44 0.00 0.00 0.28 0.36 0.00 0.00 0.00 0.12 0.00 0.15 Crit Moves: **** **** **** Green/Cycle: 0.18 0.66 0.00 0.00 0.53 0.53 0.00 0.00 0.00 0.22 0.00 0.22 Volume/Cap: 0.67 0.67 0.00 0.00 0.53 0.67 0.00 0.00 0.00 0.51 0.00 0.67 Delay/Veh: 40.9 11.2 0.0 0.0 15.4 19.0 0.0 0.0 0.0 34.4 0.0 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.9 11.2 0.0 0.0 15.4 19.0 0.0 0.0 0.0 34.4 0.0 37.2 HCM2kAvg: 7 15 0 0 10 14 0 0 0 6 0 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.928 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 36.3 Optimal Cycle: 113 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1418 263 474 1174 0 1156 2 262 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1418 263 474 1174 0 1156 2 262 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1493 277 499 1236 0 1217 2 276 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1493 277 499 1236 0 1217 2 276 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1493 277 499 1236 0 1217 2 276 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.53 0.47 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4275 793 3420 5187 0 3224 6 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.15 0.24 0.00 0.38 0.38 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.38 0.38 0.16 0.43 0.00 0.41 0.41 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.93 0.93 0.93 0.56 0.00 0.93 0.93 0.42 0.00 0.00 0.00 Delay/Veh: 0.0 38.4 38.4 64.1 21.9 0.0 39.8 39.8 21.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 38.4 38.4 64.1 21.9 0.0 39.8 39.8 21.7 0.0 0.0 0.0 HCM2kAvg: 0 22 22 12 10 0 26 26 6 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.972 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 45.8 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 557 0 304 0 582 507 28 1064 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 557 0 304 0 582 507 28 1064 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 586 0 320 0 613 534 29 1120 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 586 0 320 0 613 534 29 1120 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 586 0 320 0 613 534 29 1120 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.20 0.00 0.32 0.33 0.02 0.59 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.53 0.53 0.10 0.57 0.00 Volume/Cap: 0.00 0.00 0.00 1.04 0.00 0.63 0.00 0.61 0.62 0.17 1.04 0.00 Delay/Veh: 0.0 0.0 0.0 82.5 0.0 32.2 0.0 17.3 17.8 42.0 59.4 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 82.5 0.0 32.2 0.0 17.3 17.8 42.0 59.4 0.0 HCM2kAvg: 0 0 0 27 0 9 0 13 12 1 46 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.843 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.2 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 415 0 78 0 0 0 145 994 0 0 677 478 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 415 0 78 0 0 0 145 994 0 0 677 478 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 437 0 82 0 0 0 153 1046 0 0 713 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 0 82 0 0 0 153 1046 0 0 713 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 437 0 82 0 0 0 153 1046 0 0 713 503 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.05 0.00 0.00 0.00 0.08 0.55 0.00 0.00 0.38 0.31 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.12 0.61 0.00 0.00 0.55 0.55 Volume/Cap: 0.90 0.00 0.19 0.00 0.00 0.00 0.68 0.90 0.00 0.00 0.68 0.57 Delay/Veh: 55.0 0.0 28.4 0.0 0.0 0.0 50.5 26.5 0.0 0.0 18.3 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.0 0.0 28.4 0.0 0.0 0.0 50.5 26.5 0.0 0.0 18.3 15.7 HCM2kAvg: 17 0 2 0 0 0 6 31 0 0 16 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.469 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 17.7 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1092 372 0 1345 421 0 0 0 159 0 491 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1092 372 0 1345 421 0 0 0 159 0 491 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1149 0 0 1416 0 0 0 0 167 0 517 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1149 0 0 1416 0 0 0 0 167 0 517 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1149 0 0 1416 0 0 0 0 167 0 517 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.24 0.00 1.76 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2072 0 2923 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.08 0.00 0.18 Crit Moves: **** **** **** Green/Cycle: 0.00 0.48 0.00 0.00 0.55 0.00 0.00 0.00 0.00 0.35 0.00 0.35 Volume/Cap: 0.00 0.46 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.23 0.00 0.50 Delay/Veh: 0.0 17.7 0.0 0.0 14.3 0.0 0.0 0.0 0.0 22.7 0.0 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.7 0.0 0.0 14.3 0.0 0.0 0.0 0.0 22.7 0.0 25.6 HCM2kAvg: 0 8 0 0 9 0 0 0 0 3 0 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.849 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 30.3 Optimal Cycle: 71 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1154 339 406 1098 0 311 0 664 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1154 339 406 1098 0 311 0 664 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1215 357 427 1156 0 327 0 699 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1215 357 427 1156 0 327 0 699 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1215 357 427 1156 0 327 0 699 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.88 1.00 0.88 1.00 1.00 1.00 Lanes: 0.00 2.32 0.68 1.00 3.00 0.00 1.32 0.00 1.68 0.00 0.00 0.00 Final Sat.: 0 3873 1138 1805 5187 0 2214 0 2822 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.24 0.22 0.00 0.15 0.00 0.25 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.28 0.51 0.00 0.29 0.00 0.29 0.00 0.00 0.00 Volume/Cap: 0.00 0.85 0.85 0.85 0.44 0.00 0.51 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 32.9 32.9 46.9 15.5 0.0 29.6 0.0 39.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 32.9 32.9 46.9 15.5 0.0 29.6 0.0 39.2 0.0 0.0 0.0 HCM2kAvg: 0 18 18 16 8 0 7 0 15 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.085 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 64.4 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 599 101 53 1072 315 288 1005 93 558 1878 149 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 599 101 53 1072 315 288 1005 93 558 1878 149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 89 631 106 56 1128 332 303 1058 98 587 1977 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 631 106 56 1128 332 303 1058 98 587 1977 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 89 631 106 56 1128 332 303 1058 98 587 1977 157 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.07 0.03 0.31 0.21 0.09 0.29 0.06 0.17 0.55 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.23 0.23 0.11 0.28 0.28 0.08 0.36 0.36 0.21 0.50 0.50 Volume/Cap: 0.83 0.53 0.29 0.27 1.10 0.72 1.10 0.81 0.17 0.81 1.10 0.20 Delay/Veh: 84.8 34.2 32.2 41.3 96.7 38.0 130.8 32.4 21.7 44.0 80.7 14.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 84.8 34.2 32.2 41.3 96.7 38.0 130.8 32.4 21.7 44.0 80.7 14.2 HCM2kAvg: 5 6 3 2 28 11 10 17 2 11 46 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.259 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 92.3 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 659 0 1063 304 626 0 0 611 481 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 659 0 1063 304 626 0 0 611 481 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 694 0 1119 320 659 0 0 643 506 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 694 0 1119 320 659 0 0 643 506 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 694 0 1119 320 659 0 0 643 506 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.69 0.18 0.13 0.00 0.00 0.12 0.31 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.55 0.00 0.55 0.14 0.26 0.00 0.00 0.25 0.25 Volume/Cap: 0.00 0.00 0.00 0.37 0.00 1.26 1.26 0.48 0.00 0.00 0.50 1.26 Delay/Veh: 0.0 0.0 0.0 12.8 0.0 148.3 187.4 31.2 0.0 0.0 32.5 172.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 12.8 0.0 148.3 187.4 31.2 0.0 0.0 32.5 172.9 HCM2kAvg: 0 0 0 6 0 64 21 6 0 0 6 31 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.694 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 30.1 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 71 1396 259 196 1423 23 28 58 14 525 324 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 1396 259 196 1423 23 28 58 14 525 324 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 75 1469 273 206 1498 24 29 61 15 553 341 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 1469 273 206 1498 24 29 61 15 553 341 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 75 1469 273 206 1498 24 29 61 15 553 341 171 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.61 0.39 1.00 1.33 0.67 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 2824 682 1805 2286 1143 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.28 0.17 0.06 0.29 0.01 0.02 0.02 0.02 0.31 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.37 0.37 0.08 0.39 0.39 0.14 0.06 0.06 0.41 0.34 0.34 Volume/Cap: 0.36 0.77 0.46 0.77 0.74 0.04 0.12 0.36 0.36 0.74 0.44 0.44 Delay/Veh: 46.3 29.6 24.5 57.6 27.8 19.0 38.2 46.2 46.2 29.0 26.2 26.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 29.6 24.5 57.6 27.8 19.0 38.2 46.2 46.2 29.0 26.2 26.2 HCM2kAvg: 2 15 7 5 15 0 1 2 2 16 6 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.644 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.7 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 582 637 251 662 365 936 989 0 774 238 0 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 582 637 251 662 365 936 989 0 774 238 0 100 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 613 671 0 697 384 0 1041 0 815 251 0 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 613 671 0 697 384 0 1041 0 815 251 0 105 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 613 671 0 697 384 0 1041 0 815 251 0 105 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 5187 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.10 0.00 0.20 0.07 0.00 0.30 0.00 0.27 0.07 0.00 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.31 0.14 0.00 0.30 0.13 0.00 0.44 0.00 0.58 0.23 0.00 0.36 Volume/Cap: 0.58 0.69 0.00 0.69 0.58 0.00 0.69 0.00 0.46 0.32 0.00 0.10 Delay/Veh: 29.9 42.9 0.0 33.1 42.4 0.0 23.7 0.0 12.1 32.3 0.0 21.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.9 42.9 0.0 33.1 42.4 0.0 23.7 0.0 12.1 32.3 0.0 21.5 HCM2kAvg: 9 6 0 11 5 0 14 0 7 4 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.408 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 18.5 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 178 1393 99 140 1169 68 33 18 116 89 14 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 1393 99 140 1169 68 33 18 116 89 14 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 187 1466 104 147 1231 72 35 19 122 94 15 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 1466 104 147 1231 72 35 19 122 94 15 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 187 1466 104 147 1231 72 35 19 122 94 15 45 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.73 0.27 2.00 3.78 0.22 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 6393 454 3420 6484 377 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.23 0.23 0.04 0.19 0.19 0.01 0.01 0.08 0.03 0.00 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.56 0.56 0.11 0.51 0.51 0.13 0.19 0.19 0.07 0.13 0.23 Volume/Cap: 0.34 0.41 0.41 0.41 0.37 0.37 0.08 0.03 0.41 0.41 0.03 0.12 Delay/Veh: 37.7 12.5 12.5 42.6 15.1 15.1 38.6 33.4 36.8 45.9 38.4 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 12.5 12.5 42.6 15.1 15.1 38.6 33.4 36.8 45.9 38.4 30.5 HCM2kAvg: 3 7 7 3 6 6 1 0 4 2 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.577 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.0 Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 137 416 109 722 317 335 279 396 30 95 464 974 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 137 416 109 722 317 335 279 396 30 95 464 974 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 144 438 115 760 334 353 294 417 32 100 488 1025 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 438 115 760 334 353 294 417 32 100 488 1025 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 144 438 115 760 334 353 294 417 32 100 488 1025 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.90 0.84 0.84 0.90 0.90 0.90 0.95 0.91 0.81 Lanes: 2.00 2.38 0.62 2.00 2.00 1.00 2.00 2.79 0.21 1.00 3.00 2.00 Final Sat.: 3420 3983 1044 3420 3192 1596 3420 4774 362 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.11 0.11 0.22 0.10 0.22 0.09 0.09 0.09 0.06 0.09 0.34 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.19 0.19 0.39 0.45 0.45 0.15 0.20 0.20 0.14 0.20 0.58 Volume/Cap: 0.34 0.58 0.58 0.58 0.23 0.49 0.58 0.43 0.43 0.40 0.48 0.58 Delay/Veh: 40.6 37.7 37.7 24.9 16.8 19.5 41.3 35.0 35.0 40.1 36.1 13.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.6 37.7 37.7 24.9 16.8 19.5 41.3 35.0 35.0 40.1 36.1 13.7 HCM2kAvg: 2 6 6 10 3 8 5 4 4 3 5 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Thu May 5, 2005 12:59:00 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.831 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.1 Optimal Cycle: 73 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 666 1772 44 619 2529 157 152 414 439 43 631 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 666 1772 44 619 2529 157 152 414 439 43 631 257 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 701 1865 46 652 2662 165 160 436 462 45 664 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 701 1865 46 652 2662 165 160 436 462 45 664 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 701 1865 46 652 2662 165 160 436 462 45 664 271 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.27 0.03 0.19 0.38 0.10 0.05 0.08 0.29 0.01 0.13 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.41 0.41 0.29 0.46 0.46 0.06 0.12 0.37 0.09 0.15 0.45 Volume/Cap: 0.83 0.65 0.07 0.65 0.83 0.22 0.78 0.67 0.77 0.15 0.83 0.38 Delay/Veh: 43.1 24.0 17.7 32.5 25.7 16.3 63.6 44.7 34.0 42.3 48.7 18.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.1 24.0 17.7 32.5 25.7 16.3 63.6 44.7 34.0 42.3 48.7 18.8 HCM2kAvg: 13 12 1 10 20 3 4 6 14 1 9 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2030 Horizon Year

PM Peak Hour

2030 PM Thu May 5, 2005 12:59:09 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Scenario Report Scenario: 2030 PM Command: 2030 PM Volume: 2030 PM Geometry: 2030 Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2030 PM Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. D 36.4 0.817 D 36.4 0.817 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. D 37.3 0.852 D 37.3 0.852 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. F 91.7 1.323 F 91.7 1.323 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. F 122.5 1.325 F 122.5 1.325 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 19.2 0.699 B 19.2 0.699 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 34.5 0.936 C 34.5 0.936 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. E 75.2 1.086 E 75.2 1.086 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 16.8 0.767 B 16.8 0.767 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 25.8 0.687 C 25.8 0.687 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. D 55.0 1.011 D 55.0 1.011 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 32.1 0.831 C 32.1 0.831 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS C 22.9 0.797 C 22.9 0.797 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 33.1 0.954 C 33.1 0.954 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. D 41.0 0.932 D 41.0 0.932 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. F 157.1 1.587 F 157.1 1.587 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE E 60.9 1.154 E 60.9 1.154 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA E 61.4 1.022 E 61.4 1.022 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. C 26.4 0.678 C 26.4 0.678 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. D 47.5 0.989 D 47.5 0.989 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. D 44.4 0.996 D 44.4 0.996 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.817 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 36.4 Optimal Cycle: 69 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 135 938 325 354 599 342 400 856 91 181 620 193 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 938 325 354 599 342 400 856 91 181 620 193 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 142 987 342 373 631 360 421 901 96 191 653 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 987 342 373 631 360 421 901 96 191 653 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 987 342 373 631 360 421 901 96 191 653 203 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.94 0.94 0.90 0.92 0.92 Lanes: 2.00 2.00 1.00 2.00 1.27 0.73 2.00 1.81 0.19 2.00 1.53 0.47 Final Sat.: 3420 3610 1615 3420 2174 1241 3420 3217 342 3420 2654 826 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.21 0.11 0.29 0.29 0.12 0.28 0.28 0.06 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.33 0.33 0.13 0.39 0.39 0.15 0.37 0.37 0.08 0.30 0.30 Volume/Cap: 0.52 0.82 0.63 0.82 0.75 0.75 0.82 0.75 0.75 0.70 0.82 0.82 Delay/Veh: 45.9 34.9 30.5 53.1 28.8 28.8 51.0 29.9 29.9 52.6 37.5 37.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.9 34.9 30.5 53.1 28.8 28.8 51.0 29.9 29.9 52.6 37.5 37.5 HCM2kAvg: 3 16 10 8 14 14 9 15 15 4 14 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.852 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 37.3 Optimal Cycle: 79 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 170 1304 400 80 819 214 290 1377 163 574 1585 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 1304 400 80 819 214 290 1377 163 574 1585 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 179 1373 421 84 862 225 305 1449 172 604 1668 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 1373 421 84 862 225 305 1449 172 604 1668 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 179 1373 421 84 862 225 305 1449 172 604 1668 12 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.68 0.32 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4564 540 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.26 0.02 0.24 0.14 0.09 0.32 0.32 0.18 0.32 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.30 0.30 0.06 0.29 0.29 0.12 0.36 0.36 0.20 0.44 0.44 Volume/Cap: 0.72 0.88 0.87 0.41 0.83 0.48 0.73 0.88 0.88 0.88 0.73 0.02 Delay/Veh: 55.5 39.6 48.6 46.6 39.1 30.3 49.0 35.4 35.4 51.7 24.5 15.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.5 39.6 48.6 46.6 39.1 30.3 49.0 35.4 35.4 51.7 24.5 15.9 HCM2kAvg: 4 17 15 2 15 6 6 19 19 13 15 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.323 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 91.7 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 1735 1111 98 1374 83 51 199 6 1047 210 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1735 1111 98 1374 83 51 199 6 1047 210 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 28 1826 1169 103 1446 87 54 209 6 1102 221 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1826 1169 103 1446 87 54 209 6 1102 221 94 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 1826 1169 103 1446 87 54 209 6 1102 221 94 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 1.00 1.00 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.83 0.17 1.00 0.97 0.03 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4847 293 1805 1837 55 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.35 0.72 0.06 0.30 0.30 0.03 0.11 0.11 0.32 0.12 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.10 0.54 0.54 0.06 0.50 0.50 0.11 0.08 0.08 0.24 0.21 0.21 Volume/Cap: 0.16 0.66 1.35 0.95 0.60 0.60 0.27 1.35 1.35 1.35 0.55 0.27 Delay/Veh: 41.6 17.1 188.0 118.0 18.4 18.4 41.6 238 238.4 203.3 36.6 33.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.6 17.1 188.0 118.0 18.4 18.4 41.6 238 238.4 203.3 36.6 33.3 HCM2kAvg: 1 14 74 6 12 12 2 16 16 38 7 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.325 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 122.5 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 3 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 152 1893 54 476 1502 449 502 1806 49 42 1922 479 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1893 54 476 1502 449 502 1806 49 42 1922 479 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 160 1993 57 501 1581 473 528 1901 52 44 2023 504 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1993 57 501 1581 473 528 1901 52 44 2023 504 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 160 1993 57 501 1581 473 528 1901 52 44 2023 504 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.95 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 2.92 0.08 1.00 3.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 5023 143 1805 5187 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.40 0.40 0.28 0.30 0.29 0.15 0.37 0.03 0.01 0.39 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.30 0.30 0.21 0.39 0.51 0.12 0.35 0.35 0.06 0.29 0.29 Volume/Cap: 0.77 1.32 1.32 1.32 0.77 0.57 1.32 1.04 0.09 0.22 1.32 1.06 Delay/Veh: 59.4 186 185.8 203.1 28.3 17.9 206.9 63.8 21.7 45.5 186 93.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.4 186 185.8 203.1 28.3 17.9 206.9 63.8 21.7 45.5 186 93.5 HCM2kAvg: 7 43 43 34 16 10 19 28 1 1 43 24 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.699 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 19.2 Optimal Cycle: 42 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 111 1905 124 121 1431 40 141 34 152 137 98 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 1905 124 121 1431 40 141 34 152 137 98 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 117 2005 131 127 1506 42 148 36 160 144 103 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 2005 131 127 1506 42 148 36 160 144 103 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 117 2005 131 127 1506 42 148 36 160 144 103 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.91 0.51 0.88 0.88 0.44 0.95 0.95 Lanes: 1.00 2.82 0.18 1.00 2.92 0.08 1.00 0.18 0.82 1.00 0.65 0.35 Final Sat.: 1805 4826 314 1805 5026 140 971 305 1362 842 1177 624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.42 0.42 0.07 0.30 0.30 0.15 0.12 0.12 0.17 0.09 0.09 Crit Moves: **** **** **** Green/Cycle: 0.12 0.59 0.59 0.10 0.57 0.57 0.24 0.24 0.24 0.24 0.24 0.24 Volume/Cap: 0.52 0.70 0.70 0.70 0.52 0.52 0.62 0.48 0.48 0.70 0.36 0.36 Delay/Veh: 43.4 14.8 14.8 54.9 13.3 13.3 38.7 33.2 33.2 44.6 31.7 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.4 14.8 14.8 54.9 13.3 13.3 38.7 33.2 33.2 44.6 31.7 31.7 HCM2kAvg: 4 16 16 5 10 10 9 6 6 10 4 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.936 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 34.5 Optimal Cycle: 120 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 161 1499 121 110 1420 239 202 539 436 126 408 168 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 1499 121 110 1420 239 202 539 436 126 408 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 169 1578 127 116 1495 252 213 567 459 133 429 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 1578 127 116 1495 252 213 567 459 133 429 177 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 169 1578 127 116 1495 252 213 567 459 133 429 177 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.34 0.89 0.89 0.16 0.91 0.91 Lanes: 1.00 2.78 0.22 1.00 2.57 0.43 1.00 1.11 0.89 1.00 1.42 0.58 Final Sat.: 1805 4747 383 1805 4342 731 637 1862 1506 300 2445 1007 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.33 0.33 0.06 0.34 0.34 0.33 0.30 0.30 0.44 0.18 0.18 Crit Moves: **** **** **** Green/Cycle: 0.10 0.39 0.39 0.08 0.37 0.37 0.47 0.47 0.47 0.47 0.47 0.47 Volume/Cap: 0.94 0.85 0.85 0.85 0.94 0.94 0.71 0.65 0.65 0.94 0.37 0.37 Delay/Veh: 93.3 31.2 31.2 81.8 40.0 40.0 28.5 21.0 21.0 81.4 17.1 17.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 93.3 31.2 31.2 81.8 40.0 40.0 28.5 21.0 21.0 81.4 17.1 17.1 HCM2kAvg: 9 19 19 6 22 22 16 13 13 29 6 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.086 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 75.2 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 413 1584 158 329 1444 218 264 816 341 114 392 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 1584 158 329 1444 218 264 816 341 114 392 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 435 1667 166 346 1520 229 278 859 359 120 413 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 435 1667 166 346 1520 229 278 859 359 120 413 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 435 1667 166 346 1520 229 278 859 359 120 413 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.95 0.91 0.91 0.73 0.92 0.92 Lanes: 1.00 2.73 0.27 1.00 2.61 0.39 1.00 1.41 0.59 1.00 1.56 0.44 Final Sat.: 1805 4651 464 1805 4417 667 1805 2434 1017 1393 2731 759 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.36 0.36 0.19 0.34 0.34 0.15 0.35 0.35 0.09 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.22 0.35 0.35 0.19 0.32 0.32 0.40 0.32 0.32 0.25 0.19 0.19 Volume/Cap: 1.09 1.03 1.03 1.03 1.09 1.09 0.65 1.09 1.09 0.65 0.79 0.79 Delay/Veh: 111.1 61.1 61.1 96.8 86.1 86.1 26.0 89.4 89.4 39.5 45.2 45.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 111.1 61.1 61.1 96.8 86.1 86.1 26.0 89.4 89.4 39.5 45.2 45.2 HCM2kAvg: 23 27 27 18 28 28 8 29 29 5 10 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.767 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 16.8 Optimal Cycle: 52 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 264 1787 0 0 1154 739 0 0 0 283 1 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 1787 0 0 1154 739 0 0 0 283 1 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 278 1881 0 0 1215 778 0 0 0 298 1 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 278 1881 0 0 1215 778 0 0 0 298 1 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 278 1881 0 0 1215 778 0 0 0 298 1 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.87 0.87 0.87 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.56 0.01 1.43 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2601 7 2375 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.36 0.00 0.00 0.23 0.48 0.00 0.00 0.00 0.11 0.16 0.10 Crit Moves: **** **** **** Green/Cycle: 0.11 0.63 0.00 0.00 0.63 0.63 0.00 0.00 0.00 0.21 0.21 0.21 Volume/Cap: 0.77 0.58 0.00 0.00 0.37 0.77 0.00 0.00 0.00 0.55 0.77 0.46 Delay/Veh: 53.0 11.0 0.0 0.0 9.1 17.0 0.0 0.0 0.0 36.3 42.7 35.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.0 11.0 0.0 0.0 9.1 17.0 0.0 0.0 0.0 36.3 42.7 35.1 HCM2kAvg: 6 11 0 0 6 19 0 0 0 6 10 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.687 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 25.8 Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1256 129 269 1168 0 795 1 426 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1256 129 269 1168 0 795 1 426 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1322 136 283 1229 0 837 1 448 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1322 136 283 1229 0 837 1 448 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1322 136 283 1229 0 837 1 448 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.72 0.28 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4638 476 3420 5187 0 3226 4 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.29 0.08 0.24 0.00 0.26 0.26 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.42 0.42 0.12 0.43 0.00 0.40 0.40 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.69 0.69 0.69 0.55 0.00 0.64 0.64 0.69 0.00 0.00 0.00 Delay/Veh: 0.0 24.9 24.9 47.0 21.8 0.0 25.0 25.0 27.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.9 24.9 47.0 21.8 0.0 25.0 25.0 27.6 0.0 0.0 0.0 HCM2kAvg: 0 13 13 6 10 0 13 13 12 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.011 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 55.0 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 632 0 310 0 675 851 48 987 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 632 0 310 0 675 851 48 987 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 665 0 326 0 711 896 51 1039 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 665 0 326 0 711 896 51 1039 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 665 0 326 0 711 896 51 1039 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.37 0.00 0.20 0.00 0.37 0.55 0.03 0.55 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.53 0.53 0.06 0.53 0.00 Volume/Cap: 0.00 0.00 0.00 1.05 0.00 0.58 0.00 0.71 1.05 0.47 1.03 0.00 Delay/Veh: 0.0 0.0 0.0 81.5 0.0 27.9 0.0 20.0 67.7 48.6 59.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 81.5 0.0 27.9 0.0 20.0 67.7 48.6 59.7 0.0 HCM2kAvg: 0 0 0 31 0 9 0 17 38 2 42 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.831 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 32.1 Optimal Cycle: 66 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 402 0 113 0 0 0 320 987 0 0 632 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 402 0 113 0 0 0 320 987 0 0 632 299 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 423 0 119 0 0 0 337 1039 0 0 665 315 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 423 0 119 0 0 0 337 1039 0 0 665 315 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 423 0 119 0 0 0 337 1039 0 0 665 315 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.07 0.00 0.00 0.00 0.19 0.55 0.00 0.00 0.35 0.19 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.24 0.62 0.00 0.00 0.44 0.44 Volume/Cap: 0.89 0.00 0.28 0.00 0.00 0.00 0.79 0.89 0.00 0.00 0.79 0.44 Delay/Veh: 53.4 0.0 29.6 0.0 0.0 0.0 45.9 24.8 0.0 0.0 29.3 19.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.4 0.0 29.6 0.0 0.0 0.0 45.9 24.8 0.0 0.0 29.3 19.9 HCM2kAvg: 17 0 3 0 0 0 12 30 0 0 19 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.797 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 22.9 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2380 648 0 989 398 0 0 0 202 0 799 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2380 648 0 989 398 0 0 0 202 0 799 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2505 0 0 1041 0 0 0 0 213 0 841 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2505 0 0 1041 0 0 0 0 213 0 841 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2505 0 0 1041 0 0 0 0 213 0 841 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.87 1.00 0.87 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.20 0.00 1.80 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 1989 0 2977 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.48 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.11 0.00 0.28 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.33 0.00 0.33 Volume/Cap: 0.00 0.85 0.00 0.00 0.42 0.00 0.00 0.00 0.00 0.32 0.00 0.85 Delay/Veh: 0.0 20.6 0.0 0.0 16.8 0.0 0.0 0.0 0.0 25.0 0.0 36.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.6 0.0 0.0 16.8 0.0 0.0 0.0 0.0 25.0 0.0 36.9 HCM2kAvg: 0 24 0 0 7 0 0 0 0 4 0 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:11 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.954 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 33.1 Optimal Cycle: 130 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2317 297 114 1077 0 710 0 709 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2317 297 114 1077 0 710 0 709 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2439 313 120 1134 0 747 0 746 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2439 313 120 1134 0 747 0 746 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2439 313 120 1134 0 747 0 746 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 2.66 0.34 1.00 3.00 0.00 1.50 0.00 1.50 0.00 0.00 0.00 Final Sat.: 0 4519 579 1805 5187 0 2574 0 2572 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.54 0.54 0.07 0.22 0.00 0.29 0.00 0.29 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.57 0.07 0.50 0.00 0.30 0.00 0.30 0.00 0.00 0.00 Volume/Cap: 0.00 0.95 0.95 0.95 0.44 0.00 0.95 0.00 0.95 0.00 0.00 0.00 Delay/Veh: 0.0 28.9 28.9 112.1 16.2 0.0 47.5 0.0 47.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.9 28.9 112.1 16.2 0.0 47.5 0.0 47.3 0.0 0.0 0.0 HCM2kAvg: 0 32 32 7 8 0 20 0 20 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:12 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.932 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 41.0 Optimal Cycle: 121 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 1104 288 197 1105 167 273 1202 272 291 1372 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1104 288 197 1105 167 273 1202 272 291 1372 232 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 93 1162 303 207 1163 176 287 1265 286 306 1444 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1162 303 207 1163 176 287 1265 286 306 1444 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 93 1162 303 207 1163 176 287 1265 286 306 1444 244 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.22 0.19 0.11 0.32 0.11 0.08 0.35 0.18 0.09 0.40 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.27 0.27 0.14 0.34 0.34 0.09 0.41 0.41 0.11 0.43 0.43 Volume/Cap: 0.86 0.84 0.70 0.84 0.94 0.32 0.94 0.85 0.43 0.85 0.94 0.35 Delay/Veh: 91.3 39.4 38.3 63.9 45.1 24.5 80.5 31.7 21.5 61.5 38.7 19.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 91.3 39.4 38.3 63.9 45.1 24.5 80.5 31.7 21.5 61.5 38.7 19.7 HCM2kAvg: 5 14 10 9 22 4 8 20 6 7 26 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:12 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.587 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 157.1 Optimal Cycle: 130 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 782 0 886 740 1160 0 0 733 740 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 782 0 886 740 1160 0 0 733 740 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 823 0 933 779 1221 0 0 772 779 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 823 0 933 779 1221 0 0 772 779 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 823 0 933 779 1221 0 0 772 779 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.00 0.58 0.43 0.24 0.00 0.00 0.15 0.48 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.36 0.00 0.36 0.27 0.46 0.00 0.00 0.30 0.30 Volume/Cap: 0.00 0.00 0.00 0.66 0.00 1.59 1.59 0.51 0.00 0.00 0.49 1.59 Delay/Veh: 0.0 0.0 0.0 28.0 0.0 303.8 309.9 19.3 0.0 0.0 28.7 308.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 28.0 0.0 303.8 309.9 19.3 0.0 0.0 28.7 308.3 HCM2kAvg: 0 0 0 12 0 72 63 9 0 0 7 60 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:12 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.154 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 60.9 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 167 1577 845 196 1921 24 103 581 130 407 105 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1577 845 196 1921 24 103 581 130 407 105 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 176 1660 889 206 2022 25 108 612 137 428 111 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1660 889 206 2022 25 108 612 137 428 111 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 176 1660 889 206 2022 25 108 612 137 428 111 23 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.92 0.92 0.95 0.93 0.93 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.63 0.37 1.00 1.65 0.35 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 2870 642 1805 2907 609 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.32 0.55 0.06 0.39 0.02 0.06 0.21 0.21 0.24 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.47 0.47 0.06 0.46 0.46 0.19 0.18 0.18 0.20 0.19 0.19 Volume/Cap: 0.72 0.68 1.16 1.01 0.84 0.03 0.31 1.16 1.16 1.16 0.20 0.20 Delay/Veh: 55.7 21.2 114.3 111.2 26.6 14.7 35.1 131 131.0 139.4 34.0 34.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.7 21.2 114.3 111.2 26.6 14.7 35.1 131 131.0 139.4 34.0 34.0 HCM2kAvg: 4 14 46 7 21 0 3 21 21 25 2 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:12 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 1.022 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 61.4 Optimal Cycle: 130 Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1224 898 226 541 663 1254 1460 0 804 374 0 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1224 898 226 541 663 1254 1460 0 804 374 0 231 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 1288 945 0 569 698 0 1537 0 846 394 0 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1288 945 0 569 698 0 1537 0 846 394 0 243 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 1288 945 0 569 698 0 1537 0 846 394 0 243 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 5187 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.38 0.14 0.00 0.17 0.13 0.00 0.45 0.00 0.28 0.12 0.00 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.35 0.21 0.00 0.26 0.12 0.00 0.41 0.00 0.51 0.31 0.00 0.32 Volume/Cap: 1.09 0.65 0.00 0.65 1.09 0.00 1.09 0.00 0.55 0.37 0.00 0.25 Delay/Veh: 87.6 37.1 0.0 34.8 107 0.0 82.5 0.0 17.2 27.1 0.0 25.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 87.6 37.1 0.0 34.8 107 0.0 82.5 0.0 17.2 27.1 0.0 25.5 HCM2kAvg: 32 8 0 9 13 0 38 0 9 5 0 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:12 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.678 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.4 Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 215 1768 271 375 1421 44 454 194 233 129 39 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 1768 271 375 1421 44 454 194 233 129 39 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 226 1861 285 395 1496 46 478 204 245 136 41 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 1861 285 395 1496 46 478 204 245 136 41 133 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 226 1861 285 395 1496 46 478 204 245 136 41 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.89 0.89 0.90 0.91 0.91 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.47 0.53 2.00 3.88 0.12 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 5877 901 3420 6681 207 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.32 0.32 0.12 0.22 0.22 0.14 0.06 0.15 0.04 0.01 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.47 0.47 0.17 0.49 0.49 0.20 0.22 0.22 0.06 0.09 0.26 Volume/Cap: 0.46 0.68 0.68 0.68 0.46 0.46 0.70 0.25 0.68 0.66 0.13 0.32 Delay/Veh: 39.8 21.4 21.4 42.2 16.8 16.8 40.7 32.1 40.7 53.8 42.5 30.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 21.4 21.4 42.2 16.8 16.8 40.7 32.1 40.7 53.8 42.5 30.7 HCM2kAvg: 4 14 14 7 8 8 9 3 8 3 1 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:12 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.989 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 47.5 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 847 365 773 503 508 428 915 114 346 674 979 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 847 365 773 503 508 428 915 114 346 674 979 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 114 892 384 814 529 535 451 963 120 364 709 1031 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 892 384 814 529 535 451 963 120 364 709 1031 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 114 892 384 814 529 535 451 963 120 364 709 1031 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.87 0.87 0.90 0.84 0.84 0.90 0.89 0.89 0.95 0.91 0.81 Lanes: 2.00 2.10 0.90 2.00 2.00 1.00 2.00 2.67 0.33 1.00 3.00 2.00 Final Sat.: 3420 3462 1492 3420 3199 1599 3420 4534 565 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.26 0.24 0.17 0.33 0.13 0.21 0.21 0.20 0.14 0.34 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.26 0.26 0.24 0.42 0.42 0.21 0.21 0.21 0.20 0.21 0.45 Volume/Cap: 0.44 0.99 0.99 0.99 0.39 0.79 0.64 0.99 0.99 0.99 0.64 0.74 Delay/Veh: 45.3 59.1 59.1 66.3 19.9 28.0 38.4 63.5 63.5 83.4 37.1 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.3 59.1 59.1 66.3 19.9 28.0 38.4 63.5 63.5 83.4 37.1 24.7 HCM2kAvg: 2 19 19 19 6 16 8 16 16 17 8 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Thu May 5, 2005 12:59:12 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.996 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 44.4 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 570 2625 69 606 2318 218 170 908 633 25 1063 712 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 570 2625 69 606 2318 218 170 908 633 25 1063 712 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 600 2763 73 638 2440 229 179 956 666 26 1119 749 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 2763 73 638 2440 229 179 956 666 26 1119 749 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 600 2763 73 638 2440 229 179 956 666 26 1119 749 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.40 0.04 0.19 0.35 0.14 0.05 0.18 0.41 0.01 0.22 0.46 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.40 0.40 0.19 0.39 0.39 0.06 0.27 0.46 0.07 0.28 0.46 Volume/Cap: 0.91 1.00 0.11 1.00 0.91 0.36 0.87 0.69 0.89 0.11 0.78 1.00 Delay/Veh: 55.4 48.3 19.1 77.5 33.6 22.1 77.6 34.3 37.7 44.0 36.2 60.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.4 48.3 19.1 77.5 33.6 22.1 77.6 34.3 37.7 44.0 36.2 60.9 HCM2kAvg: 13 29 1 16 22 5 5 10 22 0 12 31 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA



AM Peak Hour Mitigated

2020 AM Mit Thu May 5, 2005 12:57:58 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Scenario Report Scenario: 2020 AM Mit Command: 2020 AM Mit Volume: 2020 AM Geometry: 2020 Mit Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2020 AM Mit Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 31.6 0.645 C 31.6 0.645 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 28.3 0.689 C 28.3 0.689 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 23.5 0.642 C 23.5 0.642 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. C 32.2 0.750 C 32.2 0.750 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 13.6 0.434 B 13.6 0.434 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 24.4 0.640 C 24.4 0.640 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. C 29.2 0.832 C 29.2 0.832 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS C 21.6 0.780 C 21.6 0.780 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 32.0 0.861 C 32.0 0.861 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. C 31.8 0.873 C 31.8 0.873 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 24.0 0.775 C 24.0 0.775 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS B 17.3 0.415 B 17.3 0.415 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 27.5 0.763 C 27.5 0.763 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. D 36.7 0.898 D 36.7 0.898 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. C 22.0 0.704 C 22.0 0.704 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE C 28.1 0.625 C 28.1 0.625 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 27.7 0.567 C 27.7 0.567 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. B 19.5 0.331 B 19.5 0.331 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 26.4 0.503 C 26.4 0.503 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 27.5 0.677 C 27.5 0.677 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.645 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.6 Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 77 581 133 336 712 143 231 433 61 211 602 200 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 77 581 133 336 712 143 231 433 61 211 602 200 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 81 612 140 354 749 151 243 456 64 222 634 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 612 140 354 749 151 243 456 64 222 634 211 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 81 612 140 354 749 151 243 456 64 222 634 211 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.93 0.93 0.90 0.93 0.93 0.90 0.91 0.91 Lanes: 2.00 2.00 1.00 2.00 1.67 0.33 2.00 1.75 0.25 2.00 1.50 0.50 Final Sat.: 3420 3610 1615 3420 2931 589 3420 3107 438 3420 2609 867 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.17 0.09 0.10 0.26 0.26 0.07 0.15 0.15 0.06 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.28 0.28 0.17 0.39 0.39 0.11 0.33 0.33 0.15 0.37 0.37 Volume/Cap: 0.39 0.61 0.31 0.61 0.66 0.66 0.66 0.45 0.45 0.45 0.66 0.66 Delay/Veh: 46.5 32.6 29.0 40.4 26.6 26.6 47.4 26.7 26.7 39.7 27.8 27.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.5 32.6 29.0 40.4 26.6 26.6 47.4 26.7 26.7 39.7 27.8 27.8 HCM2kAvg: 2 9 4 6 12 12 5 6 6 4 12 12 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.689 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.3 Optimal Cycle: 47 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 104 694 588 2 860 111 89 553 74 392 781 21 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 104 694 588 2 860 111 89 553 74 392 781 21 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 109 731 619 2 905 117 94 582 78 413 822 22 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 731 619 2 905 117 94 582 78 413 822 22 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 109 731 619 2 905 117 94 582 78 413 822 22 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.89 0.89 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.65 0.35 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4492 601 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.14 0.38 0.00 0.25 0.07 0.03 0.13 0.13 0.12 0.16 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.52 0.52 0.06 0.47 0.47 0.09 0.18 0.18 0.16 0.25 0.25 Volume/Cap: 0.29 0.27 0.74 0.01 0.54 0.15 0.29 0.74 0.74 0.74 0.64 0.06 Delay/Veh: 41.1 13.4 22.1 44.2 19.2 15.3 42.8 42.2 42.2 44.9 34.9 28.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.1 13.4 22.1 44.2 19.2 15.3 42.8 42.2 42.2 44.9 34.9 28.8 HCM2kAvg: 2 4 16 0 10 2 2 8 8 8 8 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.642 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 23.5 Optimal Cycle: 42 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 12 1337 646 47 1221 57 24 53 8 837 198 26 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 12 1337 646 47 1221 57 24 53 8 837 198 26 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 13 1407 680 49 1285 60 25 56 8 881 208 27 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 13 1407 680 49 1285 60 25 56 8 881 208 27 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 13 1407 680 49 1285 60 25 56 8 881 208 27 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 0.98 0.98 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.87 0.13 1.00 0.87 0.13 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4921 230 1805 1618 244 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.27 0.42 0.03 0.26 0.26 0.01 0.03 0.03 0.26 0.11 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.41 0.80 0.06 0.38 0.38 0.16 0.06 0.06 0.39 0.29 0.29 Volume/Cap: 0.08 0.66 0.53 0.46 0.68 0.68 0.09 0.57 0.57 0.66 0.38 0.06 Delay/Veh: 42.1 24.6 3.9 48.5 26.8 26.8 36.0 52.9 52.9 26.3 28.7 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.1 24.6 3.9 48.5 26.8 26.8 36.0 52.9 52.9 26.3 28.7 25.6 HCM2kAvg: 0 12 8 2 12 12 1 3 3 12 5 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.750 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 32.2 Optimal Cycle: 55 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 2 0 3 0 1 3 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 113 1176 14 326 1439 302 490 787 101 106 1111 329 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 113 1176 14 326 1439 302 490 787 101 106 1111 329 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 119 1238 15 343 1515 318 516 828 106 112 1169 346 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 119 1238 15 343 1515 318 516 828 106 112 1169 346 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 119 1238 15 343 1515 318 516 828 106 112 1169 346 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.90 0.91 0.85 0.85 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 2.96 0.04 2.00 3.00 1.00 3.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 5116 61 3420 5187 1615 4845 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.24 0.24 0.10 0.29 0.20 0.11 0.16 0.07 0.03 0.23 0.21 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.34 0.34 0.14 0.39 0.53 0.14 0.32 0.32 0.12 0.30 0.30 Volume/Cap: 0.75 0.72 0.72 0.72 0.75 0.37 0.75 0.50 0.20 0.27 0.75 0.71 Delay/Veh: 62.4 30.4 30.4 46.3 27.9 13.9 45.8 27.6 24.8 40.3 33.6 36.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.4 30.4 30.4 46.3 27.9 13.9 45.8 27.6 24.8 40.3 33.6 36.1 HCM2kAvg: 6 12 12 7 15 6 7 7 2 2 12 11 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.434 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 13.6 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 47 1160 96 163 1282 69 24 26 27 63 40 51 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 47 1160 96 163 1282 69 24 26 27 63 40 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 49 1221 101 172 1349 73 25 27 28 66 42 54 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 1221 101 172 1349 73 25 27 28 66 42 54 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 49 1221 101 172 1349 73 25 27 28 66 42 54 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.53 0.92 0.92 0.68 0.92 0.92 Lanes: 1.00 2.77 0.23 1.00 2.85 0.15 1.00 0.49 0.51 1.00 0.44 0.56 Final Sat.: 1805 4738 392 1805 4883 263 1013 861 894 1286 765 975 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.26 0.10 0.28 0.28 0.02 0.03 0.03 0.05 0.06 0.06 Crit Moves: **** **** **** Green/Cycle: 0.15 0.59 0.59 0.22 0.67 0.67 0.13 0.13 0.13 0.13 0.13 0.13 Volume/Cap: 0.19 0.43 0.43 0.43 0.41 0.41 0.20 0.25 0.25 0.41 0.43 0.43 Delay/Veh: 37.9 11.2 11.2 34.5 7.7 7.7 39.8 40.0 40.0 41.8 41.7 41.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.9 11.2 11.2 34.5 7.7 7.7 39.8 40.0 40.0 41.8 41.7 41.7 HCM2kAvg: 2 7 7 5 7 7 1 2 2 3 3 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.640 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.4 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 291 1096 198 137 1124 166 112 143 137 136 204 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 291 1096 198 137 1124 166 112 143 137 136 204 100 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 306 1154 208 144 1183 175 118 151 144 143 215 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 306 1154 208 144 1183 175 118 151 144 143 215 105 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 306 1154 208 144 1183 175 118 151 144 143 215 105 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.43 0.88 0.88 0.46 0.90 0.90 Lanes: 1.00 2.54 0.46 1.00 2.61 0.39 1.00 1.02 0.98 1.00 1.34 0.66 Final Sat.: 1805 4292 775 1805 4434 655 821 1709 1637 866 2304 1129 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.17 0.27 0.27 0.08 0.27 0.27 0.14 0.09 0.09 0.17 0.09 0.09 Crit Moves: **** **** **** Green/Cycle: 0.27 0.53 0.53 0.16 0.42 0.42 0.26 0.26 0.26 0.26 0.26 0.26 Volume/Cap: 0.64 0.51 0.51 0.51 0.64 0.64 0.56 0.34 0.34 0.64 0.36 0.36 Delay/Veh: 35.4 15.6 15.6 40.3 23.9 23.9 35.4 30.4 30.4 39.1 30.6 30.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.4 15.6 15.6 40.3 23.9 23.9 35.4 30.4 30.4 39.1 30.6 30.6 HCM2kAvg: 10 9 9 5 12 12 8 4 4 9 4 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.832 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 29.2 Optimal Cycle: 73 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 356 1560 100 67 1467 135 140 122 169 105 388 99 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 356 1560 100 67 1467 135 140 122 169 105 388 99 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 375 1642 105 71 1544 142 147 128 178 111 408 104 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 375 1642 105 71 1544 142 147 128 178 111 408 104 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 375 1642 105 71 1544 142 147 128 178 111 408 104 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.95 0.87 0.87 0.95 0.92 0.92 Lanes: 1.00 2.82 0.18 1.00 2.75 0.25 1.00 1.00 1.00 1.00 1.59 0.41 Final Sat.: 1805 4831 310 1805 4688 431 1805 1648 1648 1805 2790 712 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.34 0.34 0.04 0.33 0.33 0.08 0.08 0.11 0.06 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.55 0.55 0.10 0.40 0.40 0.27 0.17 0.17 0.29 0.18 0.18 Volume/Cap: 0.83 0.62 0.62 0.40 0.83 0.83 0.58 0.45 0.62 0.37 0.83 0.83 Delay/Veh: 47.9 15.8 15.8 44.0 30.3 30.3 33.0 37.4 40.5 27.7 49.1 49.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.9 15.8 15.8 44.0 30.3 30.3 33.0 37.4 40.5 27.7 49.1 49.1 HCM2kAvg: 14 13 13 3 18 18 5 4 6 3 10 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.780 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 21.6 Optimal Cycle: 54 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 403 1992 0 0 1210 607 0 0 0 264 1 374 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 403 1992 0 0 1210 607 0 0 0 264 1 374 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 424 2097 0 0 1274 639 0 0 0 278 1 394 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 424 2097 0 0 1274 639 0 0 0 278 1 394 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 424 2097 0 0 1274 639 0 0 0 278 1 394 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.83 0.83 0.83 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.41 0.01 1.58 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2232 5 2504 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.40 0.00 0.00 0.25 0.40 0.00 0.00 0.00 0.12 0.21 0.16 Crit Moves: **** **** **** Green/Cycle: 0.16 0.58 0.00 0.00 0.51 0.51 0.00 0.00 0.00 0.27 0.27 0.27 Volume/Cap: 0.78 0.70 0.00 0.00 0.48 0.78 0.00 0.00 0.00 0.46 0.78 0.58 Delay/Veh: 47.5 15.5 0.0 0.0 16.2 24.9 0.0 0.0 0.0 30.4 38.1 32.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.5 15.5 0.0 0.0 16.2 24.9 0.0 0.0 0.0 30.4 38.1 32.0 HCM2kAvg: 9 16 0 0 9 18 0 0 0 6 12 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.861 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 32.0 Optimal Cycle: 76 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1409 212 495 980 0 985 2 270 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1409 212 495 980 0 985 2 270 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1483 223 521 1032 0 1037 2 284 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1483 223 521 1032 0 1037 2 284 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1483 223 521 1032 0 1037 2 284 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.61 0.39 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4418 665 3420 5187 0 3223 7 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.34 0.34 0.15 0.20 0.00 0.32 0.32 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.39 0.39 0.18 0.44 0.00 0.37 0.37 0.37 0.00 0.00 0.00 Volume/Cap: 0.00 0.86 0.86 0.86 0.46 0.00 0.86 0.86 0.47 0.00 0.00 0.00 Delay/Veh: 0.0 32.2 32.2 52.0 20.1 0.0 35.5 35.5 24.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 32.2 32.2 52.0 20.1 0.0 35.5 35.5 24.4 0.0 0.0 0.0 HCM2kAvg: 0 19 19 11 8 0 20 20 7 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.873 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 31.8 Optimal Cycle: 80 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 511 0 296 0 560 424 29 944 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 511 0 296 0 560 424 29 944 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 538 0 312 0 589 446 31 994 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 538 0 312 0 589 446 31 994 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 538 0 312 0 589 446 31 994 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.30 0.00 0.19 0.00 0.31 0.28 0.02 0.52 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.32 0.00 0.32 0.00 0.52 0.52 0.10 0.56 0.00 Volume/Cap: 0.00 0.00 0.00 0.93 0.00 0.60 0.00 0.60 0.53 0.17 0.93 0.00 Delay/Veh: 0.0 0.0 0.0 55.2 0.0 30.8 0.0 17.7 16.5 41.6 34.3 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 55.2 0.0 30.8 0.0 17.7 16.5 41.6 34.3 0.0 HCM2kAvg: 0 0 0 21 0 9 0 13 9 1 33 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.775 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.0 Optimal Cycle: 53 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 371 0 72 0 0 0 147 924 0 0 602 431 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 371 0 72 0 0 0 147 924 0 0 602 431 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 391 0 76 0 0 0 155 973 0 0 634 454 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 391 0 76 0 0 0 155 973 0 0 634 454 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 391 0 76 0 0 0 155 973 0 0 634 454 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.22 0.00 0.05 0.00 0.00 0.00 0.09 0.51 0.00 0.00 0.33 0.28 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.14 0.62 0.00 0.00 0.54 0.54 Volume/Cap: 0.83 0.00 0.18 0.00 0.00 0.00 0.62 0.83 0.00 0.00 0.62 0.52 Delay/Veh: 46.3 0.0 28.8 0.0 0.0 0.0 45.2 19.9 0.0 0.0 17.0 15.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 0.0 28.8 0.0 0.0 0.0 45.2 19.9 0.0 0.0 17.0 15.3 HCM2kAvg: 14 0 2 0 0 0 6 25 0 0 14 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.415 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 17.3 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1016 310 0 1207 385 0 0 0 186 0 414 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1016 310 0 1207 385 0 0 0 186 0 414 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1069 0 0 1271 0 0 0 0 196 0 436 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1069 0 0 1271 0 0 0 0 196 0 436 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1069 0 0 1271 0 0 0 0 196 0 436 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.31 0.00 1.69 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2199 0 2837 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.21 0.00 0.00 0.24 0.00 0.00 0.00 0.00 0.09 0.00 0.15 Crit Moves: **** **** **** Green/Cycle: 0.00 0.47 0.00 0.00 0.55 0.00 0.00 0.00 0.00 0.35 0.00 0.35 Volume/Cap: 0.00 0.43 0.00 0.00 0.44 0.00 0.00 0.00 0.00 0.26 0.00 0.44 Delay/Veh: 0.0 17.5 0.0 0.0 13.3 0.0 0.0 0.0 0.0 23.5 0.0 25.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.5 0.0 0.0 13.3 0.0 0.0 0.0 0.0 23.5 0.0 25.4 HCM2kAvg: 0 7 0 0 8 0 0 0 0 3 0 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.763 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.5 Optimal Cycle: 51 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1036 320 369 1024 0 290 0 578 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1036 320 369 1024 0 290 0 578 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1091 337 388 1078 0 305 0 608 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1091 337 388 1078 0 305 0 608 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1091 337 388 1078 0 305 0 608 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.89 1.00 0.89 1.00 1.00 1.00 Lanes: 0.00 2.29 0.71 1.00 3.00 0.00 1.33 0.00 1.67 0.00 0.00 0.00 Final Sat.: 0 3824 1181 1805 5187 0 2245 0 2803 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.29 0.22 0.21 0.00 0.14 0.00 0.22 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.28 0.51 0.00 0.28 0.00 0.28 0.00 0.00 0.00 Volume/Cap: 0.00 0.76 0.76 0.76 0.41 0.00 0.48 0.00 0.76 0.00 0.00 0.00 Delay/Veh: 0.0 29.4 29.4 39.6 15.3 0.0 29.8 0.0 35.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 29.4 29.4 39.6 15.3 0.0 29.8 0.0 35.7 0.0 0.0 0.0 HCM2kAvg: 0 14 14 13 7 0 6 0 12 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.898 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 36.7 Optimal Cycle: 99 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 70 480 98 58 903 329 253 795 84 369 1523 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 70 480 98 58 903 329 253 795 84 369 1523 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 74 505 103 61 951 346 266 837 88 388 1603 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 74 505 103 61 951 346 266 837 88 388 1603 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 74 505 103 61 951 346 266 837 88 388 1603 124 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.10 0.06 0.03 0.26 0.21 0.08 0.23 0.05 0.11 0.44 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.22 0.22 0.13 0.29 0.29 0.09 0.38 0.38 0.19 0.49 0.49 Volume/Cap: 0.68 0.45 0.30 0.25 0.91 0.74 0.91 0.60 0.14 0.60 0.91 0.16 Delay/Veh: 62.2 34.4 33.3 39.5 46.3 38.6 76.5 25.5 20.2 38.8 31.5 14.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 62.2 34.4 33.3 39.5 46.3 38.6 76.5 25.5 20.2 38.8 31.5 14.4 HCM2kAvg: 4 5 3 2 18 11 7 11 2 7 27 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.704 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 22.0 Optimal Cycle: 43 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 539 0 817 287 549 0 0 637 361 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 539 0 817 287 549 0 0 637 361 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 567 0 860 302 578 0 0 671 380 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 567 0 860 302 578 0 0 671 380 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 567 0 860 302 578 0 0 671 380 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.17 0.00 0.53 0.17 0.11 0.00 0.00 0.13 0.24 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.52 0.00 0.76 0.24 0.27 0.00 0.00 0.18 0.70 Volume/Cap: 0.00 0.00 0.00 0.32 0.00 0.70 0.70 0.41 0.00 0.00 0.70 0.34 Delay/Veh: 0.0 0.0 0.0 14.0 0.0 8.2 40.1 29.9 0.0 0.0 40.7 6.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 14.0 0.0 8.2 40.1 29.9 0.0 0.0 40.7 6.0 HCM2kAvg: 0 0 0 5 0 15 10 5 0 0 8 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.625 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.1 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 58 1260 255 167 1315 19 25 56 12 463 238 118 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 58 1260 255 167 1315 19 25 56 12 463 238 118 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 61 1326 268 176 1384 20 26 59 13 487 251 124 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 61 1326 268 176 1384 20 26 59 13 487 251 124 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 61 1326 268 176 1384 20 26 59 13 487 251 124 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.93 0.93 0.95 0.90 0.90 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.65 0.35 1.00 1.34 0.66 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 2896 620 1805 2293 1137 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.26 0.17 0.05 0.27 0.01 0.01 0.02 0.02 0.27 0.11 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.37 0.37 0.09 0.40 0.40 0.16 0.06 0.06 0.40 0.30 0.30 Volume/Cap: 0.30 0.69 0.45 0.59 0.67 0.03 0.09 0.34 0.34 0.67 0.37 0.37 Delay/Veh: 45.8 27.7 24.3 47.1 25.6 18.4 35.6 46.1 46.1 26.9 27.8 27.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.8 27.7 24.3 47.1 25.6 18.4 35.6 46.1 46.1 26.9 27.8 27.8 HCM2kAvg: 1 12 6 4 12 0 1 1 1 14 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.567 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.7 Optimal Cycle: 31 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 379 491 219 608 400 782 882 0 612 212 0 200 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 379 491 219 608 400 782 882 0 612 212 0 200 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 399 517 0 640 421 0 928 0 644 223 0 211 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 399 517 0 640 421 0 928 0 644 223 0 211 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 399 517 0 640 421 0 928 0 644 223 0 211 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 5187 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.07 0.00 0.19 0.08 0.00 0.27 0.00 0.21 0.07 0.00 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.12 0.00 0.31 0.18 0.00 0.45 0.00 0.55 0.21 0.00 0.37 Volume/Cap: 0.46 0.61 0.00 0.61 0.46 0.00 0.61 0.00 0.38 0.31 0.00 0.19 Delay/Veh: 31.8 42.8 0.0 30.4 37.2 0.0 21.6 0.0 12.7 33.8 0.0 21.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.8 42.8 0.0 30.4 37.2 0.0 21.6 0.0 12.7 33.8 0.0 21.5 HCM2kAvg: 6 5 0 9 4 0 12 0 6 3 0 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.331 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 19.5 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 176 1025 74 131 1021 71 29 17 93 71 14 35 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 176 1025 74 131 1021 71 29 17 93 71 14 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 185 1079 78 138 1075 75 31 18 98 75 15 37 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 185 1079 78 138 1075 75 31 18 98 75 15 37 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 185 1079 78 138 1075 75 31 18 98 75 15 37 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.73 0.27 2.00 3.74 0.26 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 6386 461 3420 6402 445 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.17 0.17 0.04 0.17 0.17 0.01 0.00 0.06 0.02 0.00 0.02 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.50 0.50 0.18 0.51 0.51 0.12 0.18 0.18 0.07 0.12 0.30 Volume/Cap: 0.33 0.34 0.34 0.23 0.33 0.33 0.07 0.03 0.33 0.33 0.03 0.08 Delay/Veh: 37.3 15.4 15.4 35.6 14.6 14.6 38.7 33.5 36.2 45.5 38.5 25.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 15.4 15.4 35.6 14.6 14.6 38.7 33.5 36.2 45.5 38.5 25.1 HCM2kAvg: 3 5 5 2 5 5 0 0 3 2 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.503 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.4 Optimal Cycle: 32 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 115 317 87 552 245 387 269 336 24 76 420 689 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 115 317 87 552 245 387 269 336 24 76 420 689 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 121 334 92 581 258 407 283 354 25 80 442 725 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 121 334 92 581 258 407 283 354 25 80 442 725 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 121 334 92 581 258 407 283 354 25 80 442 725 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.90 0.83 0.83 0.90 0.90 0.90 0.95 0.91 0.81 Lanes: 2.00 2.35 0.65 2.00 2.00 1.00 2.00 2.80 0.20 1.00 3.00 2.00 Final Sat.: 3420 3940 1081 3420 3140 1570 3420 4793 342 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.08 0.08 0.17 0.08 0.26 0.08 0.07 0.07 0.04 0.09 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.19 0.19 0.39 0.52 0.52 0.16 0.18 0.18 0.15 0.17 0.56 Volume/Cap: 0.50 0.43 0.43 0.43 0.16 0.50 0.50 0.40 0.40 0.30 0.50 0.42 Delay/Veh: 46.5 35.7 35.7 22.6 12.8 16.1 38.8 36.2 36.2 38.4 38.2 12.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.5 35.7 35.7 22.6 12.8 16.1 38.8 36.2 36.2 38.4 38.2 12.8 HCM2kAvg: 3 4 4 7 2 8 5 4 4 2 5 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 AM Mit Thu May 5, 2005 12:57:59 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.677 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.5 Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 439 1593 39 551 2178 128 129 394 317 35 573 221 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 439 1593 39 551 2178 128 129 394 317 35 573 221 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 462 1677 41 580 2293 135 136 415 334 37 603 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 462 1677 41 580 2293 135 136 415 334 37 603 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 462 1677 41 580 2293 135 136 415 334 37 603 233 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.24 0.03 0.17 0.33 0.08 0.04 0.08 0.21 0.01 0.12 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.20 0.41 0.41 0.28 0.49 0.49 0.06 0.13 0.33 0.10 0.17 0.45 Volume/Cap: 0.68 0.60 0.06 0.60 0.68 0.17 0.66 0.60 0.62 0.11 0.68 0.32 Delay/Veh: 39.8 23.7 18.2 32.0 20.1 14.3 53.8 42.5 30.4 41.1 40.9 17.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 23.7 18.2 32.0 20.1 14.3 53.8 42.5 30.4 41.1 40.9 17.6 HCM2kAvg: 8 11 1 9 14 2 3 5 9 1 7 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA



PM Peak Hour Mitigated

2020 PM Mit Thu May 5, 2005 12:58:25 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Scenario Report Scenario: 2020 PM Mit Command: 2020 PM Mit Volume: 2020 PM Geometry: 2020 Mit Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2020 PM Mit Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 33.5 0.741 C 33.5 0.741 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 32.8 0.769 C 32.8 0.769 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 27.5 0.778 C 27.5 0.778 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. D 42.7 0.968 D 42.7 0.968 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 15.0 0.569 B 15.0 0.569 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 25.8 0.734 C 25.8 0.734 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. D 43.5 0.943 D 43.5 0.943 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 16.2 0.709 B 16.2 0.709 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 24.8 0.631 C 24.8 0.631 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. C 33.2 0.862 C 33.2 0.862 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 28.1 0.774 C 28.1 0.774 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS C 21.1 0.738 C 21.1 0.738 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 27.2 0.876 C 27.2 0.876 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. C 31.5 0.761 C 31.5 0.761 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. C 26.0 0.791 C 26.0 0.791 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE D 35.6 0.919 D 35.6 0.919 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 34.6 0.828 C 34.6 0.828 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. C 25.9 0.580 C 25.9 0.580 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 34.4 0.789 C 34.4 0.789 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 31.9 0.829 C 31.9 0.829 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.741 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.5 Optimal Cycle: 54 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 124 859 299 305 559 279 319 659 75 180 558 227 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 124 859 299 305 559 279 319 659 75 180 558 227 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 131 904 315 321 588 294 336 694 79 189 587 239 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 131 904 315 321 588 294 336 694 79 189 587 239 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 131 904 315 321 588 294 336 694 79 189 587 239 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.94 0.94 0.90 0.91 0.91 Lanes: 2.00 2.00 1.00 2.00 1.33 0.67 2.00 1.80 0.20 2.00 1.42 0.58 Final Sat.: 3420 3610 1615 3420 2288 1142 3420 3193 363 3420 2456 999 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.25 0.19 0.09 0.26 0.26 0.10 0.22 0.22 0.06 0.24 0.24 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.34 0.34 0.13 0.38 0.38 0.13 0.36 0.36 0.10 0.32 0.32 Volume/Cap: 0.43 0.74 0.58 0.74 0.68 0.68 0.74 0.61 0.61 0.56 0.74 0.74 Delay/Veh: 44.3 31.7 28.7 48.8 27.7 27.7 48.2 27.3 27.3 45.2 32.8 32.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.3 31.7 28.7 48.8 27.7 27.7 48.2 27.3 27.3 45.2 32.8 32.8 HCM2kAvg: 3 14 8 7 12 12 7 10 10 4 13 13 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.769 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 32.8 Optimal Cycle: 59 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 177 1214 323 58 750 167 239 1379 121 439 1467 10 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 177 1214 323 58 750 167 239 1379 121 439 1467 10 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 186 1278 340 61 789 176 252 1452 127 462 1544 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 186 1278 340 61 789 176 252 1452 127 462 1544 11 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 186 1278 340 61 789 176 252 1452 127 462 1544 11 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.76 0.24 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4711 413 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.25 0.21 0.02 0.22 0.11 0.07 0.31 0.31 0.14 0.30 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.31 0.31 0.06 0.29 0.29 0.11 0.38 0.38 0.17 0.44 0.44 Volume/Cap: 0.69 0.80 0.69 0.30 0.76 0.38 0.67 0.80 0.80 0.80 0.67 0.01 Delay/Veh: 52.2 34.9 34.4 45.8 35.7 28.9 47.5 29.9 29.9 47.9 22.9 15.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.2 34.9 34.4 45.8 35.7 28.9 47.5 29.9 29.9 47.9 22.9 15.6 HCM2kAvg: 4 14 10 1 13 4 5 16 16 9 13 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.778 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.5 Optimal Cycle: 60 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 26 1597 829 45 1199 65 47 160 7 884 176 70 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 26 1597 829 45 1199 65 47 160 7 884 176 70 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 27 1681 873 47 1262 68 49 168 7 931 185 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 27 1681 873 47 1262 68 49 168 7 931 185 74 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 27 1681 873 47 1262 68 49 168 7 931 185 74 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 0.99 0.99 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.85 0.15 1.00 0.96 0.04 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4881 265 1805 1809 79 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.32 0.54 0.03 0.26 0.26 0.03 0.09 0.09 0.27 0.10 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.40 0.74 0.06 0.38 0.38 0.17 0.12 0.12 0.34 0.28 0.28 Volume/Cap: 0.17 0.80 0.73 0.44 0.69 0.69 0.16 0.80 0.80 0.80 0.35 0.16 Delay/Veh: 42.8 28.5 9.4 48.2 27.2 27.2 35.3 61.8 61.8 34.1 28.9 27.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.8 28.5 9.4 48.2 27.2 27.2 35.3 61.8 61.8 34.1 28.9 27.2 HCM2kAvg: 1 17 16 2 12 12 1 7 7 16 5 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.968 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 42.7 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 2 0 3 0 1 3 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 180 1632 61 385 1348 358 418 1483 62 52 1654 401 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 180 1632 61 385 1348 358 418 1483 62 52 1654 401 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 189 1718 64 405 1419 377 440 1561 65 55 1741 422 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 189 1718 64 405 1419 377 440 1561 65 55 1741 422 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 189 1718 64 405 1419 377 440 1561 65 55 1741 422 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.91 0.90 0.91 0.85 0.85 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 2.89 0.11 2.00 3.00 1.00 3.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 1805 4975 186 3420 5187 1615 4845 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.10 0.35 0.35 0.12 0.27 0.23 0.09 0.30 0.04 0.02 0.34 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.13 0.36 0.36 0.12 0.35 0.44 0.09 0.37 0.37 0.07 0.35 0.35 Volume/Cap: 0.79 0.97 0.97 0.97 0.79 0.53 0.97 0.82 0.11 0.22 0.97 0.75 Delay/Veh: 58.0 45.7 45.7 79.2 31.8 21.2 79.0 31.5 20.9 44.1 46.4 34.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 58.0 45.7 45.7 79.2 31.8 21.2 79.0 31.5 20.9 44.1 46.4 34.6 HCM2kAvg: 8 24 24 11 15 9 8 17 1 1 23 13 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.569 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 15.0 Optimal Cycle: 31 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 92 1730 87 90 1300 73 111 23 111 100 69 32 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 92 1730 87 90 1300 73 111 23 111 100 69 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 97 1821 92 95 1368 77 117 24 117 105 73 34 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 97 1821 92 95 1368 77 117 24 117 105 73 34 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 97 1821 92 95 1368 77 117 24 117 105 73 34 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.58 0.88 0.88 0.50 0.95 0.95 Lanes: 1.00 2.86 0.14 1.00 2.84 0.16 1.00 0.17 0.83 1.00 0.68 0.32 Final Sat.: 1805 4904 247 1805 4872 274 1100 286 1379 946 1236 573 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.37 0.37 0.05 0.28 0.28 0.11 0.08 0.08 0.11 0.06 0.06 Crit Moves: **** **** **** Green/Cycle: 0.13 0.65 0.65 0.09 0.61 0.61 0.20 0.20 0.20 0.20 0.20 0.20 Volume/Cap: 0.41 0.57 0.57 0.57 0.46 0.46 0.54 0.43 0.43 0.57 0.30 0.30 Delay/Veh: 41.0 9.8 9.8 48.1 10.5 10.5 39.1 36.3 36.3 40.6 34.9 34.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.0 9.8 9.8 48.1 10.5 10.5 39.1 36.3 36.3 40.6 34.9 34.9 HCM2kAvg: 3 11 11 4 8 8 6 4 4 7 3 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.734 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 25.8 Optimal Cycle: 47 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 134 1308 100 89 1263 185 155 389 359 127 307 159 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 1308 100 89 1263 185 155 389 359 127 307 159 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 141 1377 105 94 1329 195 163 409 378 134 323 167 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 141 1377 105 94 1329 195 163 409 378 134 323 167 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 141 1377 105 94 1329 195 163 409 378 134 323 167 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.39 0.88 0.88 0.23 0.90 0.90 Lanes: 1.00 2.79 0.21 1.00 2.62 0.38 1.00 1.04 0.96 1.00 1.32 0.68 Final Sat.: 1805 4766 364 1805 4438 650 732 1742 1608 428 2257 1169 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.29 0.29 0.05 0.30 0.30 0.22 0.24 0.24 0.31 0.14 0.14 Crit Moves: **** **** **** Green/Cycle: 0.11 0.43 0.43 0.09 0.41 0.41 0.43 0.43 0.43 0.43 0.43 0.43 Volume/Cap: 0.73 0.68 0.68 0.59 0.73 0.73 0.52 0.55 0.55 0.73 0.34 0.34 Delay/Veh: 57.0 24.1 24.1 49.4 26.4 26.4 22.8 22.0 22.0 38.4 19.4 19.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.0 24.1 24.1 49.4 26.4 26.4 22.8 22.0 22.0 38.4 19.4 19.4 HCM2kAvg: 6 13 13 4 14 14 10 9 9 16 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.943 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 43.5 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 347 1437 193 251 1317 185 178 619 294 129 361 101 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 347 1437 193 251 1317 185 178 619 294 129 361 101 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 365 1513 203 264 1386 195 187 652 309 136 380 106 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 1513 203 264 1386 195 187 652 309 136 380 106 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 365 1513 203 264 1386 195 187 652 309 136 380 106 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.95 0.90 0.90 0.95 0.92 0.92 Lanes: 1.00 2.64 0.36 1.00 2.63 0.37 1.00 1.36 0.64 1.00 1.56 0.44 Final Sat.: 1805 4491 603 1805 4466 627 1805 2330 1107 1805 2728 763 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.34 0.34 0.15 0.31 0.31 0.10 0.28 0.28 0.08 0.14 0.14 Crit Moves: **** **** **** **** Green/Cycle: 0.21 0.38 0.38 0.16 0.33 0.33 0.40 0.30 0.30 0.30 0.22 0.22 Volume/Cap: 0.94 0.89 0.89 0.89 0.94 0.94 0.49 0.94 0.94 0.62 0.65 0.65 Delay/Veh: 70.1 34.6 34.6 67.0 43.9 43.9 22.4 50.6 50.6 34.4 37.7 37.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 70.1 34.6 34.6 67.0 43.9 43.9 22.4 50.6 50.6 34.4 37.7 37.7 HCM2kAvg: 16 20 20 12 21 21 5 19 19 5 8 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.709 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 16.2 Optimal Cycle: 43 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 244 1614 0 0 1056 681 0 0 0 237 1 221 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 244 1614 0 0 1056 681 0 0 0 237 1 221 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 257 1699 0 0 1112 717 0 0 0 249 1 233 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 257 1699 0 0 1112 717 0 0 0 249 1 233 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 257 1699 0 0 1112 717 0 0 0 249 1 233 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.86 0.86 0.86 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.51 0.01 1.48 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2479 7 2422 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.33 0.00 0.00 0.21 0.44 0.00 0.00 0.00 0.10 0.15 0.10 Crit Moves: **** **** **** Green/Cycle: 0.11 0.62 0.00 0.00 0.63 0.63 0.00 0.00 0.00 0.21 0.21 0.21 Volume/Cap: 0.71 0.53 0.00 0.00 0.34 0.71 0.00 0.00 0.00 0.48 0.71 0.46 Delay/Veh: 49.6 11.0 0.0 0.0 9.0 15.0 0.0 0.0 0.0 35.2 40.2 35.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 49.6 11.0 0.0 0.0 9.0 15.0 0.0 0.0 0.0 35.2 40.2 35.0 HCM2kAvg: 6 10 0 0 5 16 0 0 0 5 9 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.631 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 24.8 Optimal Cycle: 35 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1142 126 241 1051 0 715 1 396 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1142 126 241 1051 0 715 1 396 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1202 133 254 1106 0 753 1 417 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1202 133 254 1106 0 753 1 417 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1202 133 254 1106 0 753 1 417 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.70 0.30 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4601 508 3420 5187 0 3225 5 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.26 0.26 0.07 0.21 0.00 0.23 0.23 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.41 0.41 0.12 0.41 0.00 0.41 0.41 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.63 0.63 0.63 0.51 0.00 0.57 0.57 0.63 0.00 0.00 0.00 Delay/Veh: 0.0 23.9 23.9 45.3 22.0 0.0 23.4 23.4 25.5 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.9 23.9 45.3 22.0 0.0 23.4 23.4 25.5 0.0 0.0 0.0 HCM2kAvg: 0 11 11 5 9 0 11 11 11 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.862 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 33.2 Optimal Cycle: 76 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 547 0 305 0 701 709 52 888 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 547 0 305 0 701 709 52 888 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 576 0 321 0 738 746 55 935 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 576 0 321 0 738 746 55 935 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 576 0 321 0 738 746 55 935 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1809 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.20 0.00 0.39 0.46 0.03 0.49 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.53 0.53 0.07 0.53 0.00 Volume/Cap: 0.00 0.00 0.00 0.92 0.00 0.58 0.00 0.74 0.88 0.44 0.92 0.00 Delay/Veh: 0.0 0.0 0.0 50.4 0.0 28.2 0.0 21.3 31.3 47.3 34.5 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 50.4 0.0 28.2 0.0 21.3 31.3 47.3 34.5 0.0 HCM2kAvg: 0 0 0 22 0 9 0 18 23 2 31 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.774 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.1 Optimal Cycle: 53 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 362 0 113 0 0 0 316 932 0 0 578 282 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 362 0 113 0 0 0 316 932 0 0 578 282 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 381 0 119 0 0 0 333 981 0 0 608 297 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 381 0 119 0 0 0 333 981 0 0 608 297 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 381 0 119 0 0 0 333 981 0 0 608 297 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.00 0.07 0.00 0.00 0.00 0.18 0.52 0.00 0.00 0.32 0.18 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.25 0.62 0.00 0.00 0.43 0.43 Volume/Cap: 0.83 0.00 0.29 0.00 0.00 0.00 0.74 0.83 0.00 0.00 0.74 0.42 Delay/Veh: 46.8 0.0 30.3 0.0 0.0 0.0 40.7 19.5 0.0 0.0 27.0 20.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.8 0.0 30.3 0.0 0.0 0.0 40.7 19.5 0.0 0.0 27.0 20.0 HCM2kAvg: 14 0 3 0 0 0 11 25 0 0 17 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.738 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 21.1 Optimal Cycle: 40 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2208 505 0 901 342 0 0 0 234 0 722 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2208 505 0 901 342 0 0 0 234 0 722 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2324 0 0 948 0 0 0 0 246 0 760 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2324 0 0 948 0 0 0 0 246 0 760 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2324 0 0 948 0 0 0 0 246 0 760 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.24 0.00 1.76 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2073 0 2923 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.00 0.00 0.18 0.00 0.00 0.00 0.00 0.12 0.00 0.26 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.00 0.00 0.47 0.00 0.00 0.00 0.00 0.33 0.00 0.33 Volume/Cap: 0.00 0.79 0.00 0.00 0.39 0.00 0.00 0.00 0.00 0.36 0.00 0.79 Delay/Veh: 0.0 18.3 0.0 0.0 17.0 0.0 0.0 0.0 0.0 25.5 0.0 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 18.3 0.0 0.0 17.0 0.0 0.0 0.0 0.0 25.5 0.0 33.6 HCM2kAvg: 0 20 0 0 6 0 0 0 0 5 0 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.876 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.2 Optimal Cycle: 82 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2013 285 117 1018 0 701 0 621 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2013 285 117 1018 0 701 0 621 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2119 300 123 1072 0 738 0 654 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2119 300 123 1072 0 738 0 654 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2119 300 123 1072 0 738 0 654 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.91 1.00 0.91 1.00 0.91 1.00 1.00 1.00 Lanes: 0.00 2.63 0.37 1.00 3.00 0.00 1.53 0.00 1.47 0.00 0.00 0.00 Final Sat.: 0 4457 631 1805 5187 0 2634 0 2530 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.48 0.48 0.07 0.21 0.00 0.28 0.00 0.26 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.54 0.54 0.08 0.48 0.00 0.32 0.00 0.32 0.00 0.00 0.00 Volume/Cap: 0.00 0.88 0.88 0.88 0.43 0.00 0.88 0.00 0.81 0.00 0.00 0.00 Delay/Veh: 0.0 23.4 23.4 87.3 17.1 0.0 38.0 0.0 34.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 23.4 23.4 87.3 17.1 0.0 38.0 0.0 34.2 0.0 0.0 0.0 HCM2kAvg: 0 25 25 7 7 0 18 0 15 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.761 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.5 Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 78 878 254 143 868 186 278 995 297 195 1083 175 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 78 878 254 143 868 186 278 995 297 195 1083 175 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 82 924 267 151 914 196 293 1047 313 205 1140 184 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 82 924 267 151 914 196 293 1047 313 205 1140 184 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 82 924 267 151 914 196 293 1047 313 205 1140 184 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.95 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 2.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 3610 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.18 0.17 0.08 0.25 0.12 0.09 0.29 0.19 0.06 0.32 0.11 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.27 0.27 0.13 0.33 0.33 0.11 0.44 0.44 0.09 0.41 0.41 Volume/Cap: 0.76 0.67 0.62 0.67 0.76 0.36 0.76 0.66 0.44 0.66 0.76 0.27 Delay/Veh: 72.4 33.9 34.9 49.1 32.7 25.8 51.7 23.4 20.1 49.4 27.4 19.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 72.4 33.9 34.9 49.1 32.7 25.8 51.7 23.4 20.1 49.4 27.4 19.5 HCM2kAvg: 4 9 8 6 14 5 6 13 7 5 16 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.791 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 26.0 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 1 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 690 0 671 659 917 0 0 725 551 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 690 0 671 659 917 0 0 725 551 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 726 0 706 694 965 0 0 763 580 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 726 0 706 694 965 0 0 763 580 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 726 0 706 694 965 0 0 763 580 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.95 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 1.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 1805 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.21 0.00 0.44 0.38 0.19 0.00 0.00 0.15 0.36 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.27 0.00 0.75 0.49 0.51 0.00 0.00 0.19 0.45 Volume/Cap: 0.00 0.00 0.00 0.79 0.00 0.58 0.79 0.37 0.00 0.00 0.79 0.79 Delay/Veh: 0.0 0.0 0.0 38.7 0.0 6.1 26.4 15.0 0.0 0.0 43.4 29.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 38.7 0.0 6.1 26.4 15.0 0.0 0.0 43.4 29.0 HCM2kAvg: 0 0 0 13 0 10 20 6 0 0 10 17 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.919 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 35.6 Optimal Cycle: 112 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 135 1462 644 185 1741 27 83 412 68 388 122 41 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 1462 644 185 1741 27 83 412 68 388 122 41 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 142 1539 678 195 1833 28 87 434 72 408 128 43 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 1539 678 195 1833 28 87 434 72 408 128 43 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 1539 678 195 1833 28 87 434 72 408 128 43 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.93 0.93 0.95 0.91 0.91 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.72 0.28 1.00 1.50 0.50 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 3034 501 1805 2599 874 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.30 0.42 0.06 0.35 0.02 0.05 0.14 0.14 0.23 0.05 0.05 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.46 0.46 0.06 0.44 0.44 0.20 0.16 0.16 0.25 0.20 0.20 Volume/Cap: 0.55 0.65 0.92 0.92 0.80 0.04 0.24 0.92 0.92 0.92 0.25 0.25 Delay/Veh: 47.2 21.6 42.1 86.8 26.0 15.8 33.9 62.3 62.3 60.9 33.8 33.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.2 21.6 42.1 86.8 26.0 15.8 33.9 62.3 62.3 60.9 33.8 33.8 HCM2kAvg: 3 13 24 6 18 0 2 11 11 17 2 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.828 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 34.6 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 3 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 947 758 189 462 538 1197 1228 0 641 330 0 255 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 947 758 189 462 538 1197 1228 0 641 330 0 255 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 997 798 0 486 566 0 1293 0 675 347 0 268 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 997 798 0 486 566 0 1293 0 675 347 0 268 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 997 798 0 486 566 0 1293 0 675 347 0 268 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 3.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 5187 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.29 0.12 0.00 0.14 0.11 0.00 0.38 0.00 0.22 0.10 0.00 0.09 Crit Moves: **** **** **** **** Green/Cycle: 0.33 0.20 0.00 0.25 0.12 0.00 0.43 0.00 0.51 0.31 0.00 0.31 Volume/Cap: 0.88 0.57 0.00 0.57 0.88 0.00 0.88 0.00 0.43 0.33 0.00 0.28 Delay/Veh: 40.3 36.5 0.0 33.7 57.0 0.0 33.2 0.0 15.6 27.0 0.0 26.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.3 36.5 0.0 33.7 57.0 0.0 33.2 0.0 15.6 27.0 0.0 26.3 HCM2kAvg: 19 6 0 7 9 0 23 0 7 4 0 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.580 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 25.9 Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 186 1425 224 271 1199 39 361 164 247 107 42 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 186 1425 224 271 1199 39 361 164 247 107 42 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 196 1500 236 285 1262 41 380 173 260 113 44 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 196 1500 236 285 1262 41 380 173 260 113 44 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 196 1500 236 285 1262 41 380 173 260 113 44 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.89 0.89 0.90 0.91 0.91 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.46 0.54 2.00 3.87 0.13 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 5857 921 3420 6665 217 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.26 0.26 0.08 0.19 0.19 0.11 0.05 0.16 0.03 0.01 0.07 Crit Moves: **** **** **** **** Green/Cycle: 0.14 0.44 0.44 0.14 0.44 0.44 0.22 0.28 0.28 0.06 0.12 0.26 Volume/Cap: 0.41 0.58 0.58 0.58 0.43 0.43 0.51 0.17 0.58 0.55 0.10 0.27 Delay/Veh: 39.8 21.4 21.4 41.8 19.2 19.2 34.9 27.6 33.1 48.8 39.5 29.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 21.4 21.4 41.8 19.2 19.2 34.9 27.6 33.1 48.8 39.5 29.7 HCM2kAvg: 3 10 10 5 7 7 6 2 8 3 1 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.789 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 34.4 Optimal Cycle: 63 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 81 664 288 658 406 489 421 714 77 271 579 750 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 81 664 288 658 406 489 421 714 77 271 579 750 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 85 699 303 693 427 515 443 752 81 285 609 789 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 85 699 303 693 427 515 443 752 81 285 609 789 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 85 699 303 693 427 515 443 752 81 285 609 789 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.87 0.87 0.90 0.84 0.84 0.90 0.90 0.90 0.95 0.91 0.81 Lanes: 2.00 2.09 0.91 2.00 2.00 1.00 2.00 2.71 0.29 1.00 3.00 2.00 Final Sat.: 3420 3455 1499 3420 3174 1587 3420 4612 497 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.20 0.20 0.20 0.13 0.32 0.13 0.16 0.16 0.16 0.12 0.26 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.26 0.26 0.26 0.43 0.43 0.21 0.21 0.21 0.20 0.19 0.45 Volume/Cap: 0.31 0.79 0.79 0.79 0.31 0.75 0.61 0.79 0.79 0.79 0.61 0.57 Delay/Veh: 44.0 38.1 38.1 39.5 18.6 26.3 37.0 41.7 41.7 49.1 37.9 21.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 44.0 38.1 38.1 39.5 18.6 26.3 37.0 41.7 41.7 49.1 37.9 21.0 HCM2kAvg: 2 12 12 12 4 15 7 10 10 11 7 9 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2020 PM Mit Thu May 5, 2005 12:58:26 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2020 Project Opening Day PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.829 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.9 Optimal Cycle: 72 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 450 2284 55 480 1971 182 113 841 453 24 897 583 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 450 2284 55 480 1971 182 113 841 453 24 897 583 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 474 2404 58 505 2075 192 119 885 477 25 944 614 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 474 2404 58 505 2075 192 119 885 477 25 944 614 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 474 2404 58 505 2075 192 119 885 477 25 944 614 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.14 0.35 0.04 0.15 0.30 0.12 0.03 0.17 0.30 0.01 0.18 0.38 Crit Moves: **** **** **** **** Green/Cycle: 0.18 0.41 0.41 0.17 0.40 0.40 0.06 0.25 0.43 0.09 0.27 0.45 Volume/Cap: 0.75 0.85 0.09 0.85 0.75 0.30 0.58 0.69 0.68 0.08 0.66 0.85 Delay/Veh: 43.5 29.1 18.1 50.8 26.8 20.6 49.9 35.8 25.6 42.1 33.4 33.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.5 29.1 18.1 50.8 26.8 20.6 49.9 35.8 25.6 42.1 33.4 33.6 HCM2kAvg: 9 19 1 11 15 4 3 9 13 0 10 19 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2030 Horizon Year

AM Peak Hour Mitigated

2030 AM Mit Thu May 5, 2005 16:12:02 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Scenario Report Scenario: 2030 AM Mit Command: 2030 AM Mit Volume: 2030 AM Geometry: 2030 Mit Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2030 AM Mit Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. C 34.2 0.759 C 34.2 0.759 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. C 33.4 0.843 C 33.4 0.843 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. C 24.5 0.729 C 24.5 0.729 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. C 33.0 0.800 C 33.0 0.800 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 15.8 0.550 B 15.8 0.550 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 27.4 0.767 C 27.4 0.767 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. C 32.9 0.879 C 32.9 0.879 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 18.5 0.631 B 18.5 0.631 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS D 36.3 0.928 D 36.3 0.928 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. D 45.1 0.973 D 45.1 0.973 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 28.2 0.843 C 28.2 0.843 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS B 17.7 0.469 B 17.7 0.469 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 30.3 0.849 C 30.3 0.849 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. D 45.7 0.982 D 45.7 0.982 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. C 26.1 0.869 C 26.1 0.869 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE C 28.8 0.694 C 28.8 0.694 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA C 28.3 0.644 C 28.3 0.644 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. B 18.5 0.408 B 18.5 0.408 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. C 27.0 0.577 C 27.0 0.577 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. C 31.1 0.831 C 31.1 0.831 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.759 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 34.2 Optimal Cycle: 57 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 91 664 133 387 798 176 285 505 67 166 754 211 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 91 664 133 387 798 176 285 505 67 166 754 211 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 96 699 140 407 840 185 300 532 71 175 794 222 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 96 699 140 407 840 185 300 532 71 175 794 222 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 96 699 140 407 840 185 300 532 71 175 794 222 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.92 0.92 0.90 0.93 0.93 0.90 0.92 0.92 Lanes: 2.00 2.00 1.00 2.00 1.64 0.36 2.00 1.77 0.23 2.00 1.56 0.44 Final Sat.: 3420 3610 1615 3420 2878 635 3420 3130 415 3420 2728 763 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.19 0.09 0.12 0.29 0.29 0.09 0.17 0.17 0.05 0.29 0.29 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.27 0.27 0.17 0.37 0.37 0.11 0.36 0.36 0.13 0.37 0.37 Volume/Cap: 0.47 0.72 0.32 0.72 0.78 0.78 0.78 0.47 0.47 0.40 0.78 0.78 Delay/Veh: 47.1 35.8 29.7 44.0 30.7 30.7 53.0 25.0 25.0 40.8 30.8 30.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 47.1 35.8 29.7 44.0 30.7 30.7 53.0 25.0 25.0 40.8 30.8 30.8 HCM2kAvg: 2 11 4 8 16 16 7 7 7 3 16 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.843 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.4 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 128 833 745 3 882 111 102 672 63 447 932 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 128 833 745 3 882 111 102 672 63 447 932 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 135 877 784 3 928 117 107 707 66 471 981 41 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 135 877 784 3 928 117 107 707 66 471 981 41 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 135 877 784 3 928 117 107 707 66 471 981 41 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.74 0.26 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4681 439 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.17 0.49 0.00 0.26 0.07 0.03 0.15 0.15 0.14 0.19 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.54 0.54 0.06 0.49 0.49 0.08 0.17 0.17 0.15 0.24 0.24 Volume/Cap: 0.35 0.31 0.90 0.02 0.53 0.15 0.41 0.90 0.90 0.90 0.78 0.10 Delay/Veh: 41.5 12.8 32.9 44.3 18.1 14.3 45.0 53.2 53.2 60.1 38.4 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 41.5 12.8 32.9 44.3 18.1 14.3 45.0 53.2 53.2 60.1 38.4 29.5 HCM2kAvg: 2 5 25 0 10 2 2 11 11 11 11 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.729 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 24.5 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 15 1617 768 34 1286 72 37 50 8 941 257 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 15 1617 768 34 1286 72 37 50 8 941 257 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 16 1702 808 36 1354 76 39 53 8 991 271 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 16 1702 808 36 1354 76 39 53 8 991 271 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 16 1702 808 36 1354 76 39 53 8 991 271 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 0.98 0.98 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.84 0.16 1.00 0.86 0.14 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4873 273 1805 1604 257 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.01 0.33 0.50 0.02 0.28 0.28 0.02 0.03 0.03 0.29 0.14 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.09 0.42 0.80 0.06 0.40 0.40 0.13 0.06 0.06 0.38 0.31 0.31 Volume/Cap: 0.10 0.77 0.63 0.33 0.70 0.70 0.17 0.55 0.55 0.77 0.47 0.11 Delay/Veh: 42.4 26.4 5.0 46.9 26.1 26.1 39.1 51.3 51.3 30.5 28.7 25.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.4 26.4 5.0 46.9 26.1 26.1 39.1 51.3 51.3 30.5 28.7 25.0 HCM2kAvg: 1 16 11 1 13 13 1 3 3 16 7 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.800 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 33.0 Optimal Cycle: 65 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 2 0 3 0 1 3 0 3 0 1 2 0 4 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 112 1411 0 345 1565 326 604 929 97 117 1396 385 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 112 1411 0 345 1565 326 604 929 97 117 1396 385 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 118 1485 0 363 1647 343 636 978 102 123 1469 405 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 118 1485 0 363 1647 343 636 978 102 123 1469 405 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 118 1485 0 363 1647 343 636 978 102 123 1469 405 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 1.00 0.90 0.91 0.85 0.85 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 3.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 1805 5187 1900 3420 5187 1615 4845 5187 1615 3420 6916 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.29 0.00 0.11 0.32 0.21 0.13 0.19 0.06 0.04 0.21 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.36 0.00 0.13 0.41 0.57 0.16 0.33 0.33 0.10 0.27 0.40 Volume/Cap: 0.78 0.80 0.00 0.80 0.78 0.37 0.80 0.58 0.19 0.35 0.80 0.63 Delay/Veh: 67.5 31.5 0.0 51.8 27.7 11.9 46.0 28.5 24.4 42.3 36.8 26.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 67.5 31.5 0.0 51.8 27.7 11.9 46.0 28.5 24.4 42.3 36.8 26.2 HCM2kAvg: 6 16 0 8 16 6 9 9 2 2 13 11 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.550 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 15.8 Optimal Cycle: 30 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 51 1350 132 230 1398 72 26 36 25 88 57 72 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 51 1350 132 230 1398 72 26 36 25 88 57 72 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 54 1421 139 242 1472 76 27 38 26 93 60 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 54 1421 139 242 1472 76 27 38 26 93 60 76 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 54 1421 139 242 1472 76 27 38 26 93 60 76 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.90 0.90 0.43 0.94 0.94 0.66 0.92 0.92 Lanes: 1.00 2.73 0.27 1.00 2.85 0.15 1.00 0.59 0.41 1.00 0.44 0.56 Final Sat.: 1805 4664 456 1805 4898 252 817 1053 731 1250 769 971 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.30 0.30 0.13 0.30 0.30 0.03 0.04 0.04 0.07 0.08 0.08 Crit Moves: **** **** **** Green/Cycle: 0.13 0.55 0.55 0.24 0.67 0.67 0.14 0.14 0.14 0.14 0.14 0.14 Volume/Cap: 0.22 0.55 0.55 0.55 0.45 0.45 0.24 0.25 0.25 0.52 0.55 0.55 Delay/Veh: 39.2 14.5 14.5 34.5 8.1 8.1 39.1 38.7 38.7 42.6 42.6 42.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.2 14.5 14.5 34.5 8.1 8.1 39.1 38.7 38.7 42.6 42.6 42.6 HCM2kAvg: 2 10 10 7 8 8 2 2 2 5 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.767 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 27.4 Optimal Cycle: 52 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 357 1271 205 137 1219 206 128 162 158 170 273 123 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 357 1271 205 137 1219 206 128 162 158 170 273 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 376 1338 216 144 1283 217 135 171 166 179 287 129 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 376 1338 216 144 1283 217 135 171 166 179 287 129 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 376 1338 216 144 1283 217 135 171 166 179 287 129 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.89 0.89 0.95 0.89 0.89 0.36 0.88 0.88 0.43 0.91 0.91 Lanes: 1.00 2.58 0.42 1.00 2.57 0.43 1.00 1.01 0.99 1.00 1.38 0.62 Final Sat.: 1805 4373 705 1805 4340 733 692 1692 1651 823 2372 1069 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.21 0.31 0.31 0.08 0.30 0.30 0.19 0.10 0.10 0.22 0.12 0.12 Crit Moves: **** **** **** Green/Cycle: 0.27 0.52 0.52 0.14 0.39 0.39 0.28 0.28 0.28 0.28 0.28 0.28 Volume/Cap: 0.77 0.59 0.59 0.59 0.77 0.77 0.69 0.36 0.36 0.77 0.43 0.43 Delay/Veh: 40.7 16.9 16.9 44.3 28.7 28.7 41.7 28.8 28.8 47.0 29.5 29.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.7 16.9 16.9 44.3 28.7 28.7 41.7 28.8 28.8 47.0 29.5 29.5 HCM2kAvg: 13 11 11 5 15 15 11 4 4 13 5 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.879 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 32.9 Optimal Cycle: 90 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Ovl Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 421 1725 74 81 1591 168 196 136 172 90 540 134 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 421 1725 74 81 1591 168 196 136 172 90 540 134 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 443 1816 78 85 1675 177 206 143 181 95 568 141 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 443 1816 78 85 1675 177 206 143 181 95 568 141 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 443 1816 78 85 1675 177 206 143 181 95 568 141 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.90 0.90 0.95 0.90 0.90 0.95 0.95 0.85 0.95 0.92 0.92 Lanes: 2.00 2.88 0.12 1.00 2.71 0.29 1.00 2.00 1.00 1.00 1.60 0.40 Final Sat.: 3420 4944 212 1805 4626 488 1805 3610 1615 1805 2806 696 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.37 0.37 0.05 0.36 0.36 0.11 0.04 0.11 0.05 0.20 0.20 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.48 0.48 0.08 0.41 0.41 0.31 0.18 0.33 0.38 0.23 0.23 Volume/Cap: 0.88 0.76 0.76 0.60 0.88 0.88 0.66 0.22 0.34 0.18 0.88 0.88 Delay/Veh: 57.9 22.8 22.8 51.6 31.7 31.7 33.8 35.2 25.8 20.5 48.0 48.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 57.9 22.8 22.8 51.6 31.7 31.7 33.8 35.2 25.8 20.5 48.0 48.0 HCM2kAvg: 10 17 17 4 21 21 7 2 4 2 14 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:02 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.631 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 18.5 Optimal Cycle: 35 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 397 2177 0 0 1388 548 0 0 0 260 0 389 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 397 2177 0 0 1388 548 0 0 0 260 0 389 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 418 2292 0 0 1461 577 0 0 0 274 0 409 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 418 2292 0 0 1461 577 0 0 0 274 0 409 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 418 2292 0 0 1461 577 0 0 0 274 0 409 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.89 1.00 0.89 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.40 0.00 1.60 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2373 0 2710 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.12 0.44 0.00 0.00 0.28 0.36 0.00 0.00 0.00 0.12 0.00 0.15 Crit Moves: **** **** **** Green/Cycle: 0.18 0.66 0.00 0.00 0.53 0.53 0.00 0.00 0.00 0.22 0.00 0.22 Volume/Cap: 0.67 0.67 0.00 0.00 0.53 0.67 0.00 0.00 0.00 0.51 0.00 0.67 Delay/Veh: 40.9 11.2 0.0 0.0 15.4 19.0 0.0 0.0 0.0 34.4 0.0 37.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.9 11.2 0.0 0.0 15.4 19.0 0.0 0.0 0.0 34.4 0.0 37.2 HCM2kAvg: 7 15 0 0 10 14 0 0 0 6 0 8 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.928 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 36.3 Optimal Cycle: 113 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1418 263 474 1174 0 1156 2 262 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1418 263 474 1174 0 1156 2 262 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1493 277 499 1236 0 1217 2 276 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1493 277 499 1236 0 1217 2 276 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1493 277 499 1236 0 1217 2 276 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.53 0.47 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4275 793 3420 5187 0 3224 6 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.35 0.35 0.15 0.24 0.00 0.38 0.38 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.38 0.38 0.16 0.43 0.00 0.41 0.41 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.93 0.93 0.93 0.56 0.00 0.93 0.93 0.42 0.00 0.00 0.00 Delay/Veh: 0.0 38.4 38.4 64.1 21.9 0.0 39.8 39.8 21.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 38.4 38.4 64.1 21.9 0.0 39.8 39.8 21.7 0.0 0.0 0.0 HCM2kAvg: 0 22 22 12 10 0 26 26 6 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.973 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 45.1 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 557 0 304 0 582 507 28 1064 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 557 0 304 0 582 507 28 1064 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 586 0 320 0 613 534 29 1120 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 586 0 320 0 613 534 29 1120 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 586 0 320 0 613 534 29 1120 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1805 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.32 0.00 0.20 0.00 0.32 0.33 0.02 0.59 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.31 0.00 0.53 0.59 0.10 0.57 0.00 Volume/Cap: 0.00 0.00 0.00 1.04 0.00 0.63 0.00 0.61 0.56 0.17 1.04 0.00 Delay/Veh: 0.0 0.0 0.0 82.7 0.0 32.1 0.0 17.3 13.2 42.0 59.7 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 82.7 0.0 32.1 0.0 17.3 13.2 42.0 59.7 0.0 HCM2kAvg: 0 0 0 27 0 9 0 13 10 1 46 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.843 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.2 Optimal Cycle: 69 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 415 0 78 0 0 0 145 994 0 0 677 478 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 415 0 78 0 0 0 145 994 0 0 677 478 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 437 0 82 0 0 0 153 1046 0 0 713 503 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 437 0 82 0 0 0 153 1046 0 0 713 503 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 437 0 82 0 0 0 153 1046 0 0 713 503 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.24 0.00 0.05 0.00 0.00 0.00 0.08 0.55 0.00 0.00 0.38 0.31 Crit Moves: **** **** **** Green/Cycle: 0.27 0.00 0.27 0.00 0.00 0.00 0.12 0.61 0.00 0.00 0.55 0.55 Volume/Cap: 0.90 0.00 0.19 0.00 0.00 0.00 0.68 0.90 0.00 0.00 0.68 0.57 Delay/Veh: 55.0 0.0 28.4 0.0 0.0 0.0 50.5 26.5 0.0 0.0 18.3 15.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.0 0.0 28.4 0.0 0.0 0.0 50.5 26.5 0.0 0.0 18.3 15.7 HCM2kAvg: 17 0 2 0 0 0 6 31 0 0 16 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.469 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 17.7 Optimal Cycle: 28 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1092 372 0 1345 421 0 0 0 159 0 491 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1092 372 0 1345 421 0 0 0 159 0 491 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1149 0 0 1416 0 0 0 0 167 0 517 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1149 0 0 1416 0 0 0 0 167 0 517 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1149 0 0 1416 0 0 0 0 167 0 517 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.88 1.00 0.88 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.24 0.00 1.76 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 2072 0 2923 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.22 0.00 0.00 0.27 0.00 0.00 0.00 0.00 0.08 0.00 0.18 Crit Moves: **** **** **** Green/Cycle: 0.00 0.48 0.00 0.00 0.55 0.00 0.00 0.00 0.00 0.35 0.00 0.35 Volume/Cap: 0.00 0.46 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.23 0.00 0.50 Delay/Veh: 0.0 17.7 0.0 0.0 14.3 0.0 0.0 0.0 0.0 22.7 0.0 25.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 17.7 0.0 0.0 14.3 0.0 0.0 0.0 0.0 22.7 0.0 25.6 HCM2kAvg: 0 8 0 0 9 0 0 0 0 3 0 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.849 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 30.3 Optimal Cycle: 71 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1154 339 406 1098 0 311 0 664 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1154 339 406 1098 0 311 0 664 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1215 357 427 1156 0 327 0 699 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1215 357 427 1156 0 327 0 699 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1215 357 427 1156 0 327 0 699 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.88 0.88 0.95 0.91 1.00 0.88 1.00 0.88 1.00 1.00 1.00 Lanes: 0.00 2.32 0.68 1.00 3.00 0.00 1.32 0.00 1.68 0.00 0.00 0.00 Final Sat.: 0 3873 1138 1805 5187 0 2214 0 2822 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.31 0.31 0.24 0.22 0.00 0.15 0.00 0.25 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.37 0.37 0.28 0.51 0.00 0.29 0.00 0.29 0.00 0.00 0.00 Volume/Cap: 0.00 0.85 0.85 0.85 0.44 0.00 0.51 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 32.9 32.9 46.9 15.5 0.0 29.6 0.0 39.2 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 32.9 32.9 46.9 15.5 0.0 29.6 0.0 39.2 0.0 0.0 0.0 HCM2kAvg: 0 18 18 16 8 0 7 0 15 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.982 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 45.7 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 85 599 101 53 1072 315 288 1005 93 558 1878 149 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 85 599 101 53 1072 315 288 1005 93 558 1878 149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 89 631 106 56 1128 332 303 1058 98 587 1977 157 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 89 631 106 56 1128 332 303 1058 98 587 1977 157 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 89 631 106 56 1128 332 303 1058 98 587 1977 157 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.91 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 5187 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.12 0.07 0.03 0.22 0.21 0.09 0.29 0.06 0.17 0.55 0.10 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.19 0.19 0.09 0.22 0.22 0.09 0.40 0.40 0.24 0.55 0.55 Volume/Cap: 0.83 0.65 0.35 0.34 0.99 0.94 0.99 0.73 0.15 0.73 0.99 0.18 Delay/Veh: 84.8 39.2 36.1 43.7 63.8 70.3 94.9 27.0 19.0 38.4 40.6 11.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 84.8 39.2 36.1 43.7 63.8 70.3 94.9 27.0 19.0 38.4 40.6 11.2 HCM2kAvg: 5 7 3 2 17 14 9 15 2 10 38 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.869 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 26.1 Optimal Cycle: 79 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 659 0 1063 304 626 0 0 611 481 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 659 0 1063 304 626 0 0 611 481 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 694 0 1119 320 659 0 0 643 506 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 694 0 1119 320 659 0 0 643 506 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 694 0 1119 320 659 0 0 643 506 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.90 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 3420 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.20 0.00 0.69 0.09 0.13 0.00 0.00 0.12 0.31 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.69 0.00 0.80 0.11 0.17 0.00 0.00 0.14 0.83 Volume/Cap: 0.00 0.00 0.00 0.29 0.00 0.87 0.87 0.75 0.00 0.00 0.87 0.38 Delay/Veh: 0.0 0.0 0.0 6.1 0.0 13.3 63.2 43.0 0.0 0.0 52.7 2.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 6.1 0.0 13.3 63.2 43.0 0.0 0.0 52.7 2.2 HCM2kAvg: 0 0 0 4 0 26 8 8 0 0 9 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.694 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 28.8 Optimal Cycle: 48 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 71 1396 259 196 1423 23 28 58 14 525 324 162 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 71 1396 259 196 1423 23 28 58 14 525 324 162 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 75 1469 273 206 1498 24 29 61 15 553 341 171 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 75 1469 273 206 1498 24 29 61 15 553 341 171 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 75 1469 273 206 1498 24 29 61 15 553 341 171 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.92 0.92 0.95 0.90 0.90 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.61 0.39 1.00 1.33 0.67 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 2824 682 1805 2286 1143 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.28 0.17 0.06 0.29 0.01 0.02 0.02 0.02 0.31 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.37 0.78 0.08 0.39 0.39 0.14 0.06 0.06 0.41 0.34 0.34 Volume/Cap: 0.36 0.77 0.22 0.77 0.74 0.04 0.12 0.36 0.36 0.74 0.44 0.44 Delay/Veh: 46.3 29.6 3.0 57.6 27.8 19.0 38.2 46.2 46.2 29.0 26.2 26.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 46.3 29.6 3.0 57.6 27.8 19.0 38.2 46.2 46.2 29.0 26.2 26.2 HCM2kAvg: 2 15 2 5 15 0 1 2 2 16 6 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.644 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 28.3 Optimal Cycle: 36 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 582 637 251 662 365 936 989 0 774 238 0 100 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 582 637 251 662 365 936 989 0 774 238 0 100 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 613 671 0 697 384 0 1041 0 815 251 0 105 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 613 671 0 697 384 0 1041 0 815 251 0 105 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 613 671 0 697 384 0 1041 0 815 251 0 105 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 6916 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.10 0.00 0.20 0.06 0.00 0.30 0.00 0.27 0.07 0.00 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.33 0.14 0.00 0.30 0.11 0.00 0.44 0.00 0.60 0.23 0.00 0.36 Volume/Cap: 0.55 0.69 0.00 0.69 0.51 0.00 0.69 0.00 0.44 0.32 0.00 0.10 Delay/Veh: 28.1 42.9 0.0 33.1 42.5 0.0 23.7 0.0 11.0 32.3 0.0 21.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.1 42.9 0.0 33.1 42.5 0.0 23.7 0.0 11.0 32.3 0.0 21.5 HCM2kAvg: 9 6 0 11 3 0 14 0 7 4 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.408 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 18.5 Optimal Cycle: 32 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 178 1393 99 140 1169 68 33 18 116 89 14 43 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 178 1393 99 140 1169 68 33 18 116 89 14 43 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 187 1466 104 147 1231 72 35 19 122 94 15 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 187 1466 104 147 1231 72 35 19 122 94 15 45 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 187 1466 104 147 1231 72 35 19 122 94 15 45 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.73 0.27 2.00 3.78 0.22 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 6393 454 3420 6484 377 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.23 0.23 0.04 0.19 0.19 0.01 0.01 0.08 0.03 0.00 0.03 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.56 0.56 0.11 0.51 0.51 0.13 0.19 0.19 0.07 0.13 0.23 Volume/Cap: 0.34 0.41 0.41 0.41 0.37 0.37 0.08 0.03 0.41 0.41 0.03 0.12 Delay/Veh: 37.7 12.5 12.5 42.6 15.1 15.1 38.6 33.4 36.8 45.9 38.4 30.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.7 12.5 12.5 42.6 15.1 15.1 38.6 33.4 36.8 45.9 38.4 30.5 HCM2kAvg: 3 7 7 3 6 6 1 0 4 2 0 1 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.577 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 27.0 Optimal Cycle: 37 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 137 416 109 722 317 335 279 396 30 95 464 974 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 137 416 109 722 317 335 279 396 30 95 464 974 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 144 438 115 760 334 353 294 417 32 100 488 1025 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 144 438 115 760 334 353 294 417 32 100 488 1025 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 144 438 115 760 334 353 294 417 32 100 488 1025 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.88 0.88 0.90 0.84 0.84 0.90 0.90 0.90 0.95 0.91 0.81 Lanes: 2.00 2.38 0.62 2.00 2.00 1.00 2.00 2.79 0.21 1.00 3.00 2.00 Final Sat.: 3420 3983 1044 3420 3192 1596 3420 4774 362 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.11 0.11 0.22 0.10 0.22 0.09 0.09 0.09 0.06 0.09 0.34 Crit Moves: **** **** **** **** Green/Cycle: 0.12 0.19 0.19 0.39 0.45 0.45 0.15 0.20 0.20 0.14 0.20 0.58 Volume/Cap: 0.34 0.58 0.58 0.58 0.23 0.49 0.58 0.43 0.43 0.40 0.48 0.58 Delay/Veh: 40.6 37.7 37.7 24.9 16.8 19.5 41.3 35.0 35.0 40.1 36.1 13.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 40.6 37.7 37.7 24.9 16.8 19.5 41.3 35.0 35.0 40.1 36.1 13.7 HCM2kAvg: 2 6 6 10 3 8 5 4 4 3 5 10 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 AM Mit Thu May 5, 2005 16:12:03 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year AM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.831 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 31.1 Optimal Cycle: 73 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 666 1772 44 619 2529 157 152 414 439 43 631 257 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 666 1772 44 619 2529 157 152 414 439 43 631 257 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 701 1865 46 652 2662 165 160 436 462 45 664 271 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 701 1865 46 652 2662 165 160 436 462 45 664 271 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 701 1865 46 652 2662 165 160 436 462 45 664 271 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.20 0.27 0.03 0.19 0.38 0.10 0.05 0.08 0.29 0.01 0.13 0.17 Crit Moves: **** **** **** **** Green/Cycle: 0.25 0.41 0.41 0.29 0.46 0.46 0.06 0.12 0.37 0.09 0.15 0.45 Volume/Cap: 0.83 0.65 0.07 0.65 0.83 0.22 0.78 0.67 0.77 0.15 0.83 0.38 Delay/Veh: 43.1 24.0 17.7 32.5 25.7 16.3 63.6 44.7 34.0 42.3 48.7 18.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.1 24.0 17.7 32.5 25.7 16.3 63.6 44.7 34.0 42.3 48.7 18.8 HCM2kAvg: 13 12 1 10 20 3 4 6 14 1 9 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA


2030 Horizon Year

PM Peak Hour Mitigated

2030 PM Mit Thu May 5, 2005 16:12:33 Page 1-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Scenario Report Scenario: 2030 PM Mit Command: 2030 PM Mit Volume: 2030 PM Geometry: 2030 Mit Impact Fee: None Trip Generation: None Trip Distribution: None Paths: None Routes: None Configuration: 2030 PM Mit Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 2-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 GROVE AVE / 4th ST. D 36.4 0.817 D 36.4 0.817 + 0.000 D/V # 2 GROVE AVE. / HOLT BLVD. D 37.3 0.852 D 37.3 0.852 + 0.000 D/V # 3 GROVE AVE. / AIRPORT DR. D 37.8 0.973 D 37.8 0.973 + 0.000 D/V # 4 GROVE AVE. / MISSION BLVD. D 53.2 0.989 D 53.2 0.989 + 0.000 D/V # 5 GROVE AVE. / BELMONT ST. B 19.2 0.699 B 19.2 0.699 + 0.000 D/V # 6 GROVE AVE. / FRANCIS ST. C 34.5 0.936 C 34.5 0.936 + 0.000 D/V # 7 GROVE AVE. / PHILADELPHIA ST. D 40.0 0.930 D 40.0 0.930 + 0.000 D/V # 8 GROVE AVE. / SR-60 WB RAMPS B 16.8 0.767 B 16.8 0.767 + 0.000 D/V # 9 GROVE AVE. / SR-60 EB RAMPS C 25.8 0.687 C 25.8 0.687 + 0.000 D/V # 10 I-10 EB RAMPS / 4th ST. D 47.7 0.974 D 47.7 0.974 + 0.000 D/V # 11 I-10 WB RAMPS / 4th ST. C 32.1 0.831 C 32.1 0.831 + 0.000 D/V # 12 VINEYARD AVE. / I-10 WB RAMPS C 22.9 0.797 C 22.9 0.797 + 0.000 D/V # 13 VINEYARD AVE. / I-10 EB RAMPS C 33.1 0.954 C 33.1 0.954 + 0.000 D/V # 14 VINEYARD AVE. / HOLT BLVD. D 37.4 0.895 D 37.4 0.895 + 0.000 D/V # 15 VINEYARD AVE. / AIRPORT DR. D 47.1 0.871 D 47.1 0.871 + 0.000 D/V # 16 ARCHIBALD AVE. / INLAND EMPIRE D 43.4 0.969 D 43.4 0.969 + 0.000 D/V # 17 ARCHIBALD AVE. / I-10 WB/EB RA D 53.8 0.986 D 53.8 0.986 + 0.000 D/V # 18 ARCHIBALD AVE. / GUASTI RD. C 26.4 0.678 C 26.4 0.678 + 0.000 D/V # 19 ARCHIBALD AVE. / AIRPORT DR. D 47.5 0.989 D 47.5 0.989 + 0.000 D/V # 20 HAVEN AVE. / AIRPORT DR. D 44.4 0.996 D 44.4 0.996 + 0.000 D/V Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 3-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Signal Warrant Summary Report Intersection Base Met Future Met [Del / Vol] [Del / Vol] Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 5-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #1 GROVE AVE / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.817 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 36.4 Optimal Cycle: 69 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 0 1 2 0 1 1 0 2 0 1 1 0 2 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 135 938 325 354 599 342 400 856 91 181 620 193 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 135 938 325 354 599 342 400 856 91 181 620 193 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 142 987 342 373 631 360 421 901 96 191 653 203 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 142 987 342 373 631 360 421 901 96 191 653 203 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 142 987 342 373 631 360 421 901 96 191 653 203 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.94 0.94 0.90 0.92 0.92 Lanes: 2.00 2.00 1.00 2.00 1.27 0.73 2.00 1.81 0.19 2.00 1.53 0.47 Final Sat.: 3420 3610 1615 3420 2174 1241 3420 3217 342 3420 2654 826 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.04 0.27 0.21 0.11 0.29 0.29 0.12 0.28 0.28 0.06 0.25 0.25 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.33 0.33 0.13 0.39 0.39 0.15 0.37 0.37 0.08 0.30 0.30 Volume/Cap: 0.52 0.82 0.63 0.82 0.75 0.75 0.82 0.75 0.75 0.70 0.82 0.82 Delay/Veh: 45.9 34.9 30.5 53.1 28.8 28.8 51.0 29.9 29.9 52.6 37.5 37.5 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.9 34.9 30.5 53.1 28.8 28.8 51.0 29.9 29.9 52.6 37.5 37.5 HCM2kAvg: 3 16 10 8 14 14 9 15 15 4 14 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 6-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #2 GROVE AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.852 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 37.3 Optimal Cycle: 79 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 2 0 1 2 0 2 1 0 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 170 1304 400 80 819 214 290 1377 163 574 1585 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 170 1304 400 80 819 214 290 1377 163 574 1585 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 179 1373 421 84 862 225 305 1449 172 604 1668 12 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 179 1373 421 84 862 225 305 1449 172 604 1668 12 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 179 1373 421 84 862 225 305 1449 172 604 1668 12 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.95 0.85 0.90 0.90 0.90 0.90 0.91 0.85 Lanes: 2.00 3.00 1.00 2.00 2.00 1.00 2.00 2.68 0.32 2.00 3.00 1.00 Final Sat.: 3420 5187 1615 3420 3610 1615 3420 4564 540 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.26 0.26 0.02 0.24 0.14 0.09 0.32 0.32 0.18 0.32 0.01 Crit Moves: **** **** **** **** Green/Cycle: 0.07 0.30 0.30 0.06 0.29 0.29 0.12 0.36 0.36 0.20 0.44 0.44 Volume/Cap: 0.72 0.88 0.87 0.41 0.83 0.48 0.73 0.88 0.88 0.88 0.73 0.02 Delay/Veh: 55.5 39.6 48.6 46.6 39.1 30.3 49.0 35.4 35.4 51.7 24.5 15.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.5 39.6 48.6 46.6 39.1 30.3 49.0 35.4 35.4 51.7 24.5 15.9 HCM2kAvg: 4 17 15 2 15 6 6 19 19 13 15 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 7-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 GROVE AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.973 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 37.8 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 2 1 0 1 0 0 1 0 2 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 27 1735 1111 98 1374 83 51 199 6 1047 210 89 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 27 1735 1111 98 1374 83 51 199 6 1047 210 89 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 28 1826 1169 103 1446 87 54 209 6 1102 221 94 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 28 1826 1169 103 1446 87 54 209 6 1102 221 94 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 28 1826 1169 103 1446 87 54 209 6 1102 221 94 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.90 0.90 0.95 1.00 1.00 0.90 1.00 0.85 Lanes: 1.00 3.00 1.00 1.00 2.83 0.17 1.00 0.97 0.03 2.00 1.00 1.00 Final Sat.: 1805 5187 1615 1805 4847 293 1805 1837 55 3420 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.02 0.35 0.72 0.06 0.30 0.30 0.03 0.11 0.11 0.32 0.12 0.06 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.41 0.74 0.06 0.39 0.39 0.15 0.12 0.12 0.33 0.30 0.30 Volume/Cap: 0.20 0.85 0.97 0.95 0.76 0.76 0.20 0.97 0.97 0.97 0.39 0.20 Delay/Veh: 43.8 30.2 32.0 118.0 27.9 27.9 37.4 97.1 97.1 53.8 28.6 26.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.8 30.2 32.0 118.0 27.9 27.9 37.4 97.1 97.1 53.8 28.6 26.6 HCM2kAvg: 1 20 41 6 15 15 2 11 11 24 6 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 8-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 GROVE AVE. / MISSION BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.989 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 53.2 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Ovl Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 2 0 3 0 1 3 0 3 0 1 2 0 4 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 152 1893 54 476 1502 449 502 1806 49 42 1922 479 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 152 1893 54 476 1502 449 502 1806 49 42 1922 479 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 160 1993 57 501 1581 473 528 1901 52 44 2023 504 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 160 1993 57 501 1581 473 528 1901 52 44 2023 504 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 160 1993 57 501 1581 473 528 1901 52 44 2023 504 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.90 0.91 0.85 0.85 0.91 0.85 0.90 0.91 0.85 Lanes: 1.00 3.00 1.00 2.00 3.00 1.00 3.00 3.00 1.00 2.00 4.00 1.00 Final Sat.: 1805 5187 1615 3420 5187 1615 4845 5187 1615 3420 6916 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.38 0.04 0.15 0.30 0.29 0.11 0.37 0.03 0.01 0.29 0.31 Crit Moves: **** **** **** **** Green/Cycle: 0.11 0.37 0.37 0.14 0.39 0.51 0.11 0.35 0.35 0.06 0.30 0.44 Volume/Cap: 0.77 1.04 0.10 1.04 0.77 0.58 0.98 1.04 0.09 0.22 0.98 0.71 Delay/Veh: 59.5 64.5 20.8 95.8 28.3 18.3 76.8 65.8 21.8 45.3 49.2 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 59.5 64.5 20.8 95.8 28.3 18.3 76.8 65.8 21.8 45.3 49.2 26.1 HCM2kAvg: 7 29 1 14 16 11 10 28 1 1 21 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 9-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 GROVE AVE. / BELMONT ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.699 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 19.2 Optimal Cycle: 42 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 0 1 0 1 0 0 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 111 1905 124 121 1431 40 141 34 152 137 98 52 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 111 1905 124 121 1431 40 141 34 152 137 98 52 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 117 2005 131 127 1506 42 148 36 160 144 103 55 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 117 2005 131 127 1506 42 148 36 160 144 103 55 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 117 2005 131 127 1506 42 148 36 160 144 103 55 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.91 0.91 0.51 0.88 0.88 0.44 0.95 0.95 Lanes: 1.00 2.82 0.18 1.00 2.92 0.08 1.00 0.18 0.82 1.00 0.65 0.35 Final Sat.: 1805 4826 314 1805 5026 140 971 305 1362 842 1177 624 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.06 0.42 0.42 0.07 0.30 0.30 0.15 0.12 0.12 0.17 0.09 0.09 Crit Moves: **** **** **** Green/Cycle: 0.12 0.59 0.59 0.10 0.57 0.57 0.24 0.24 0.24 0.24 0.24 0.24 Volume/Cap: 0.52 0.70 0.70 0.70 0.52 0.52 0.62 0.48 0.48 0.70 0.36 0.36 Delay/Veh: 43.4 14.8 14.8 54.9 13.3 13.3 38.7 33.2 33.2 44.6 31.7 31.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.4 14.8 14.8 54.9 13.3 13.3 38.7 33.2 33.2 44.6 31.7 31.7 HCM2kAvg: 4 16 16 5 10 10 9 6 6 10 4 4 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 10-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #6 GROVE AVE. / FRANCIS ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.936 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 34.5 Optimal Cycle: 120 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 2 1 0 1 0 2 1 0 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 161 1499 121 110 1420 239 202 539 436 126 408 168 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 161 1499 121 110 1420 239 202 539 436 126 408 168 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 169 1578 127 116 1495 252 213 567 459 133 429 177 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 169 1578 127 116 1495 252 213 567 459 133 429 177 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 169 1578 127 116 1495 252 213 567 459 133 429 177 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.90 0.90 0.95 0.89 0.89 0.34 0.89 0.89 0.16 0.91 0.91 Lanes: 1.00 2.78 0.22 1.00 2.57 0.43 1.00 1.11 0.89 1.00 1.42 0.58 Final Sat.: 1805 4747 383 1805 4342 731 637 1862 1506 300 2445 1007 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.09 0.33 0.33 0.06 0.34 0.34 0.33 0.30 0.30 0.44 0.18 0.18 Crit Moves: **** **** **** Green/Cycle: 0.10 0.39 0.39 0.08 0.37 0.37 0.47 0.47 0.47 0.47 0.47 0.47 Volume/Cap: 0.94 0.85 0.85 0.85 0.94 0.94 0.71 0.65 0.65 0.94 0.37 0.37 Delay/Veh: 93.3 31.2 31.2 81.8 40.0 40.0 28.5 21.0 21.0 81.4 17.1 17.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 93.3 31.2 31.2 81.8 40.0 40.0 28.5 21.0 21.0 81.4 17.1 17.1 HCM2kAvg: 9 19 19 6 22 22 16 13 13 29 6 6 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 11-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #7 GROVE AVE. / PHILADELPHIA ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.930 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 40.0 Optimal Cycle: 118 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Prot+Permit Prot+Permit Rights: Include Include Ovl Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 1 0 2 1 0 1 0 2 0 1 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 413 1584 158 329 1444 218 264 816 341 114 392 109 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 413 1584 158 329 1444 218 264 816 341 114 392 109 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 435 1667 166 346 1520 229 278 859 359 120 413 115 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 435 1667 166 346 1520 229 278 859 359 120 413 115 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 435 1667 166 346 1520 229 278 859 359 120 413 115 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.90 0.90 0.95 0.89 0.89 0.95 0.95 0.85 0.95 0.92 0.92 Lanes: 2.00 2.73 0.27 1.00 2.61 0.39 1.00 2.00 1.00 1.00 1.56 0.44 Final Sat.: 3420 4651 464 1805 4417 667 1805 3610 1615 1805 2731 759 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.13 0.36 0.36 0.19 0.34 0.34 0.15 0.24 0.22 0.07 0.15 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.16 0.39 0.39 0.21 0.43 0.43 0.35 0.26 0.42 0.23 0.16 0.16 Volume/Cap: 0.80 0.93 0.93 0.93 0.80 0.80 0.74 0.93 0.53 0.58 0.93 0.93 Delay/Veh: 48.4 37.8 37.8 68.2 26.6 26.6 34.2 51.6 22.8 37.1 63.6 63.6 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 48.4 37.8 37.8 68.2 26.6 26.6 34.2 51.6 22.8 37.1 63.6 63.6 HCM2kAvg: 9 23 23 15 17 17 10 17 9 4 12 12 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 12-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #8 GROVE AVE. / SR-60 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.767 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 16.8 Optimal Cycle: 52 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 0 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 264 1787 0 0 1154 739 0 0 0 283 1 215 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 264 1787 0 0 1154 739 0 0 0 283 1 215 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 278 1881 0 0 1215 778 0 0 0 298 1 226 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 278 1881 0 0 1215 778 0 0 0 298 1 226 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 278 1881 0 0 1215 778 0 0 0 298 1 226 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 1.00 0.91 0.85 1.00 1.00 1.00 0.87 0.87 0.87 Lanes: 2.00 3.00 0.00 0.00 3.00 1.00 0.00 0.00 0.00 1.56 0.01 1.43 Final Sat.: 3420 5187 0 0 5187 1615 0 0 0 2601 7 2375 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.08 0.36 0.00 0.00 0.23 0.48 0.00 0.00 0.00 0.11 0.16 0.10 Crit Moves: **** **** **** Green/Cycle: 0.11 0.63 0.00 0.00 0.63 0.63 0.00 0.00 0.00 0.21 0.21 0.21 Volume/Cap: 0.77 0.58 0.00 0.00 0.37 0.77 0.00 0.00 0.00 0.55 0.77 0.46 Delay/Veh: 53.0 11.0 0.0 0.0 9.1 17.0 0.0 0.0 0.0 36.3 42.7 35.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.0 11.0 0.0 0.0 9.1 17.0 0.0 0.0 0.0 36.3 42.7 35.1 HCM2kAvg: 6 11 0 0 6 19 0 0 0 6 10 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 13-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 GROVE AVE. / SR-60 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.687 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 25.8 Optimal Cycle: 41 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 2 0 3 0 0 1 1 0 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 1256 129 269 1168 0 795 1 426 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1256 129 269 1168 0 795 1 426 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 1322 136 283 1229 0 837 1 448 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1322 136 283 1229 0 837 1 448 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 1322 136 283 1229 0 837 1 448 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.90 0.90 0.90 0.91 1.00 0.85 0.85 0.85 1.00 1.00 1.00 Lanes: 0.00 2.72 0.28 2.00 3.00 0.00 1.99 0.01 1.00 0.00 0.00 0.00 Final Sat.: 0 4638 476 3420 5187 0 3226 4 1615 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.29 0.29 0.08 0.24 0.00 0.26 0.26 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.42 0.42 0.12 0.43 0.00 0.40 0.40 0.40 0.00 0.00 0.00 Volume/Cap: 0.00 0.69 0.69 0.69 0.55 0.00 0.64 0.64 0.69 0.00 0.00 0.00 Delay/Veh: 0.0 24.9 24.9 47.0 21.8 0.0 25.0 25.0 27.6 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 24.9 24.9 47.0 21.8 0.0 25.0 25.0 27.6 0.0 0.0 0.0 HCM2kAvg: 0 13 13 6 10 0 13 13 12 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 14-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 I-10 EB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.974 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 47.7 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Ovl Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 1 0 1 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 632 0 310 0 675 851 48 987 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 632 0 310 0 675 851 48 987 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 665 0 326 0 711 896 51 1039 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 665 0 326 0 711 896 51 1039 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 665 0 326 0 711 896 51 1039 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.95 1.00 0.85 1.00 1.00 0.85 0.95 1.00 1.00 Lanes: 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Final Sat.: 0 0 0 1805 0 1615 0 1900 1615 1805 1900 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.37 0.00 0.20 0.00 0.37 0.55 0.03 0.55 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.35 0.00 0.35 0.00 0.53 0.59 0.06 0.53 0.00 Volume/Cap: 0.00 0.00 0.00 1.04 0.00 0.57 0.00 0.71 0.94 0.49 1.04 0.00 Delay/Veh: 0.0 0.0 0.0 78.7 0.0 27.5 0.0 20.1 36.0 49.4 63.2 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 78.7 0.0 27.5 0.0 20.1 36.0 49.4 63.2 0.0 HCM2kAvg: 0 0 0 31 0 9 0 17 31 2 43 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 15-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #11 I-10 WB RAMPS / 4th ST. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.831 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 32.1 Optimal Cycle: 66 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 402 0 113 0 0 0 320 987 0 0 632 299 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 402 0 113 0 0 0 320 987 0 0 632 299 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 423 0 119 0 0 0 337 1039 0 0 665 315 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 423 0 119 0 0 0 337 1039 0 0 665 315 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 423 0 119 0 0 0 337 1039 0 0 665 315 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 0.85 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.85 Lanes: 1.00 0.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 Final Sat.: 1805 0 1615 0 0 0 1805 1900 0 0 1900 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.23 0.00 0.07 0.00 0.00 0.00 0.19 0.55 0.00 0.00 0.35 0.19 Crit Moves: **** **** **** Green/Cycle: 0.26 0.00 0.26 0.00 0.00 0.00 0.24 0.62 0.00 0.00 0.44 0.44 Volume/Cap: 0.89 0.00 0.28 0.00 0.00 0.00 0.79 0.89 0.00 0.00 0.79 0.44 Delay/Veh: 53.4 0.0 29.6 0.0 0.0 0.0 45.9 24.8 0.0 0.0 29.3 19.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 53.4 0.0 29.6 0.0 0.0 0.0 45.9 24.8 0.0 0.0 29.3 19.9 HCM2kAvg: 17 0 3 0 0 0 12 30 0 0 19 7 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 16-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #12 VINEYARD AVE. / I-10 WB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.797 Loss Time (sec): 4 (Y+R = 4 sec) Average Delay (sec/veh): 22.9 Optimal Cycle: 49 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Ignore Ignore Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 3 0 1 0 0 3 0 1 0 0 0 0 0 1 0 1! 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2380 648 0 989 398 0 0 0 202 0 799 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2380 648 0 989 398 0 0 0 202 0 799 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2505 0 0 1041 0 0 0 0 213 0 841 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2505 0 0 1041 0 0 0 0 213 0 841 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2505 0 0 1041 0 0 0 0 213 0 841 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.87 1.00 0.87 Lanes: 0.00 3.00 1.00 0.00 3.00 1.00 0.00 0.00 0.00 1.20 0.00 1.80 Final Sat.: 0 5187 1900 0 5187 1900 0 0 0 1989 0 2977 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.48 0.00 0.00 0.20 0.00 0.00 0.00 0.00 0.11 0.00 0.28 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.33 0.00 0.33 Volume/Cap: 0.00 0.85 0.00 0.00 0.42 0.00 0.00 0.00 0.00 0.32 0.00 0.85 Delay/Veh: 0.0 20.6 0.0 0.0 16.8 0.0 0.0 0.0 0.0 25.0 0.0 36.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 20.6 0.0 0.0 16.8 0.0 0.0 0.0 0.0 25.0 0.0 36.9 HCM2kAvg: 0 24 0 0 7 0 0 0 0 4 0 16 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 17-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #13 VINEYARD AVE. / I-10 EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.954 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 33.1 Optimal Cycle: 130 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 2 1 0 1 0 3 0 0 1 0 1! 0 1 0 0 0 0 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 2317 297 114 1077 0 710 0 709 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 2317 297 114 1077 0 710 0 709 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 2439 313 120 1134 0 747 0 746 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 2439 313 120 1134 0 747 0 746 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 2439 313 120 1134 0 747 0 746 0 0 0 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 0.89 0.89 0.95 0.91 1.00 0.90 1.00 0.90 1.00 1.00 1.00 Lanes: 0.00 2.66 0.34 1.00 3.00 0.00 1.50 0.00 1.50 0.00 0.00 0.00 Final Sat.: 0 4519 579 1805 5187 0 2574 0 2572 0 0 0 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.54 0.54 0.07 0.22 0.00 0.29 0.00 0.29 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.57 0.57 0.07 0.50 0.00 0.30 0.00 0.30 0.00 0.00 0.00 Volume/Cap: 0.00 0.95 0.95 0.95 0.44 0.00 0.95 0.00 0.95 0.00 0.00 0.00 Delay/Veh: 0.0 28.9 28.9 112.1 16.2 0.0 47.5 0.0 47.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 28.9 28.9 112.1 16.2 0.0 47.5 0.0 47.3 0.0 0.0 0.0 HCM2kAvg: 0 32 32 7 8 0 20 0 20 0 0 0 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 18-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #14 VINEYARD AVE. / HOLT BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.895 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 37.4 Optimal Cycle: 97 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 1 0 3 0 1 1 0 3 0 1 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 88 1104 288 197 1105 167 273 1202 272 291 1372 232 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 88 1104 288 197 1105 167 273 1202 272 291 1372 232 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 93 1162 303 207 1163 176 287 1265 286 306 1444 244 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 93 1162 303 207 1163 176 287 1265 286 306 1444 244 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 93 1162 303 207 1163 176 287 1265 286 306 1444 244 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.91 0.85 0.95 0.91 0.85 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 1.00 3.00 1.00 1.00 3.00 1.00 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 1805 5187 1615 1805 5187 1615 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.22 0.19 0.11 0.22 0.11 0.08 0.35 0.18 0.09 0.40 0.15 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.25 0.25 0.13 0.30 0.30 0.09 0.43 0.43 0.11 0.45 0.45 Volume/Cap: 0.64 0.89 0.75 0.89 0.75 0.36 0.89 0.81 0.41 0.81 0.89 0.34 Delay/Veh: 54.0 44.5 42.2 75.4 33.8 28.0 70.5 28.3 20.1 56.2 32.3 18.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 54.0 44.5 42.2 75.4 33.8 28.0 70.5 28.3 20.1 56.2 32.3 18.3 HCM2kAvg: 4 15 10 10 12 4 8 19 6 7 24 5 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 19-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #15 VINEYARD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.871 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 47.1 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Split Phase Split Phase Protected Protected Rights: Include Ovl Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 0 0 0 0 0 2 0 0 0 1 2 0 3 0 0 0 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 0 0 0 782 0 886 740 1160 0 0 733 740 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 782 0 886 740 1160 0 0 733 740 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 0 0 0 823 0 933 779 1221 0 0 772 779 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 823 0 933 779 1221 0 0 772 779 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 0 0 0 823 0 933 779 1221 0 0 772 779 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 0.90 1.00 0.85 0.90 0.91 1.00 1.00 0.91 0.85 Lanes: 0.00 0.00 0.00 2.00 0.00 1.00 2.00 3.00 0.00 0.00 3.00 1.00 Final Sat.: 0 0 0 3420 0 1615 3420 5187 0 0 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.00 0.00 0.00 0.24 0.00 0.58 0.23 0.24 0.00 0.00 0.15 0.48 Crit Moves: **** **** **** Green/Cycle: 0.00 0.00 0.00 0.31 0.00 0.51 0.20 0.50 0.00 0.00 0.43 0.74 Volume/Cap: 0.00 0.00 0.00 0.78 0.00 1.13 1.13 0.47 0.00 0.00 0.35 0.65 Delay/Veh: 0.0 0.0 0.0 35.0 0.0 97.0 114.9 16.4 0.0 0.0 19.3 7.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 35.0 0.0 97.0 114.9 16.4 0.0 0.0 19.3 7.9 HCM2kAvg: 0 0 0 14 0 45 22 8 0 0 5 13 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 20-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #16 ARCHIBALD AVE. / INLAND EMPIRE BLVD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.969 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 43.4 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ovl Include Include Include Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 0 1 2 0 3 0 1 1 0 1 1 0 1 0 1 1 0 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 167 1577 845 196 1921 24 103 581 130 407 105 22 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 167 1577 845 196 1921 24 103 581 130 407 105 22 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 176 1660 889 206 2022 25 108 612 137 428 111 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 176 1660 889 206 2022 25 108 612 137 428 111 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 176 1660 889 206 2022 25 108 612 137 428 111 23 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.95 0.92 0.92 0.95 0.93 0.93 Lanes: 2.00 3.00 1.00 2.00 3.00 1.00 1.00 1.63 0.37 1.00 1.65 0.35 Final Sat.: 3420 5187 1615 3420 5187 1615 1805 2870 642 1805 2907 609 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.05 0.32 0.55 0.06 0.39 0.02 0.06 0.21 0.21 0.24 0.04 0.04 Crit Moves: **** **** **** **** Green/Cycle: 0.06 0.39 0.63 0.07 0.40 0.40 0.23 0.22 0.22 0.24 0.23 0.23 Volume/Cap: 0.86 0.83 0.88 0.83 0.98 0.04 0.26 0.98 0.98 0.98 0.17 0.17 Delay/Veh: 74.7 30.7 23.9 65.9 44.3 18.4 31.8 65.7 65.7 74.4 30.9 30.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 74.7 30.7 23.9 65.9 44.3 18.4 31.8 65.7 65.7 74.4 30.9 30.9 HCM2kAvg: 5 18 26 6 27 0 3 17 17 19 2 2 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 21-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #17 ARCHIBALD AVE. / I-10 WB/EB RAMPS ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.986 Loss Time (sec): 6 (Y+R = 4 sec) Average Delay (sec/veh): 53.8 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Ignore Ignore Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 0 0 2 2 0 0 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 1224 898 226 541 663 1254 1460 0 804 374 0 231 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 1224 898 226 541 663 1254 1460 0 804 374 0 231 User Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.00 0.95 0.95 0.00 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 1288 945 0 569 698 0 1537 0 846 394 0 243 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1288 945 0 569 698 0 1537 0 846 394 0 243 PCE Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 1288 945 0 569 698 0 1537 0 846 394 0 243 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 1.00 0.90 0.91 1.00 0.90 1.00 0.81 0.90 1.00 0.81 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 0.00 2.00 2.00 0.00 2.00 Final Sat.: 3420 6916 1900 3420 6916 1900 3420 0 3060 3420 0 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.38 0.14 0.00 0.17 0.10 0.00 0.45 0.00 0.28 0.12 0.00 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.36 0.20 0.00 0.25 0.10 0.00 0.43 0.00 0.52 0.32 0.00 0.31 Volume/Cap: 1.05 0.67 0.00 0.67 1.05 0.00 1.05 0.00 0.53 0.36 0.00 0.26 Delay/Veh: 73.2 37.9 0.0 35.9 95.1 0.0 67.7 0.0 16.0 26.3 0.0 26.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 73.2 37.9 0.0 35.9 95.1 0.0 67.7 0.0 16.0 26.3 0.0 26.1 HCM2kAvg: 30 8 0 9 10 0 35 0 9 5 0 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 22-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #18 ARCHIBALD AVE. / GUASTI RD. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.678 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 26.4 Optimal Cycle: 46 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 3 1 0 2 0 3 1 0 2 0 2 0 1 2 0 2 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 215 1768 271 375 1421 44 454 194 233 129 39 126 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 215 1768 271 375 1421 44 454 194 233 129 39 126 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 226 1861 285 395 1496 46 478 204 245 136 41 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 226 1861 285 395 1496 46 478 204 245 136 41 133 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 226 1861 285 395 1496 46 478 204 245 136 41 133 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.89 0.89 0.90 0.91 0.91 0.90 0.95 0.85 0.90 0.95 0.85 Lanes: 2.00 3.47 0.53 2.00 3.88 0.12 2.00 2.00 1.00 2.00 2.00 1.00 Final Sat.: 3420 5877 901 3420 6681 207 3420 3610 1615 3420 3610 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.07 0.32 0.32 0.12 0.22 0.22 0.14 0.06 0.15 0.04 0.01 0.08 Crit Moves: **** **** **** **** Green/Cycle: 0.15 0.47 0.47 0.17 0.49 0.49 0.20 0.22 0.22 0.06 0.09 0.26 Volume/Cap: 0.46 0.68 0.68 0.68 0.46 0.46 0.70 0.25 0.68 0.66 0.13 0.32 Delay/Veh: 39.8 21.4 21.4 42.2 16.8 16.8 40.7 32.1 40.7 53.8 42.5 30.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 39.8 21.4 21.4 42.2 16.8 16.8 40.7 32.1 40.7 53.8 42.5 30.7 HCM2kAvg: 4 14 14 7 8 8 9 3 8 3 1 3 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 23-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #19 ARCHIBALD AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.989 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 47.5 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Include Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 2 1 0 2 0 2 1 0 2 0 2 1 0 1 0 3 0 2 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 108 847 365 773 503 508 428 915 114 346 674 979 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 108 847 365 773 503 508 428 915 114 346 674 979 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 114 892 384 814 529 535 451 963 120 364 709 1031 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 114 892 384 814 529 535 451 963 120 364 709 1031 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 114 892 384 814 529 535 451 963 120 364 709 1031 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.87 0.87 0.90 0.84 0.84 0.90 0.89 0.89 0.95 0.91 0.81 Lanes: 2.00 2.10 0.90 2.00 2.00 1.00 2.00 2.67 0.33 1.00 3.00 2.00 Final Sat.: 3420 3462 1492 3420 3199 1599 3420 4534 565 1805 5187 3060 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.03 0.26 0.26 0.24 0.17 0.33 0.13 0.21 0.21 0.20 0.14 0.34 Crit Moves: **** **** **** **** Green/Cycle: 0.08 0.26 0.26 0.24 0.42 0.42 0.21 0.21 0.21 0.20 0.21 0.45 Volume/Cap: 0.44 0.99 0.99 0.99 0.39 0.79 0.64 0.99 0.99 0.99 0.64 0.74 Delay/Veh: 45.3 59.1 59.1 66.3 19.9 28.0 38.4 63.5 63.5 83.4 37.1 24.7 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.3 59.1 59.1 66.3 19.9 28.0 38.4 63.5 63.5 83.4 37.1 24.7 HCM2kAvg: 2 19 19 19 6 16 8 16 16 17 8 14 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

2030 PM Mit Thu May 5, 2005 16:12:34 Page 24-1 -------------------------------------------------------------------------------- Pacific Gateway Cargo Center 2030 Horizon Year PM Peak Hour Mitigated -------------------------------------------------------------------------------- Level Of Service Computation Report 2000 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #20 HAVEN AVE. / AIRPORT DR. ******************************************************************************** Cycle (sec): 100 Critical Vol./Cap. (X): 0.996 Loss Time (sec): 8 (Y+R = 4 sec) Average Delay (sec/veh): 44.4 Optimal Cycle: 130 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------|---------------||---------------||---------------||---------------| Control: Protected Protected Protected Protected Rights: Include Include Ovl Ovl Min. Green: 6 6 6 6 6 6 6 6 6 6 6 6 Lanes: 2 0 4 0 1 2 0 4 0 1 2 0 3 0 1 2 0 3 0 1 ------------|---------------||---------------||---------------||---------------| Volume Module: Base Vol: 570 2625 69 606 2318 218 170 908 633 25 1063 712 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 570 2625 69 606 2318 218 170 908 633 25 1063 712 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 PHF Volume: 600 2763 73 638 2440 229 179 956 666 26 1119 749 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 600 2763 73 638 2440 229 179 956 666 26 1119 749 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 600 2763 73 638 2440 229 179 956 666 26 1119 749 ------------|---------------||---------------||---------------||---------------| Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 0.90 0.91 0.85 Lanes: 2.00 4.00 1.00 2.00 4.00 1.00 2.00 3.00 1.00 2.00 3.00 1.00 Final Sat.: 3420 6916 1615 3420 6916 1615 3420 5187 1615 3420 5187 1615 ------------|---------------||---------------||---------------||---------------| Capacity Analysis Module: Vol/Sat: 0.18 0.40 0.04 0.19 0.35 0.14 0.05 0.18 0.41 0.01 0.22 0.46 Crit Moves: **** **** **** **** Green/Cycle: 0.19 0.40 0.40 0.19 0.39 0.39 0.06 0.27 0.46 0.07 0.28 0.46 Volume/Cap: 0.91 1.00 0.11 1.00 0.91 0.36 0.87 0.69 0.89 0.11 0.78 1.00 Delay/Veh: 55.4 48.3 19.1 77.5 33.6 22.1 77.6 34.3 37.7 44.0 36.2 60.9 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 55.4 48.3 19.1 77.5 33.6 22.1 77.6 34.3 37.7 44.0 36.2 60.9 HCM2kAvg: 13 29 1 16 22 5 5 10 22 0 12 31 ******************************************************************************** Traffix 7.7.0715 (c) 2004 Dowling Assoc. Licensed to MMA, LOS ANGELES, CA

meyer mohaddes associates traffic impact analysis

Documents

project traffic

traffic assignment

existing traffic volumes

project conditions

project opening day

project description

future traffic v

existing conditions