traffic forecast technical memorandum...a26 scenario 24 – 2040 horizon year build alternative 52...
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Kinston Bypass (R-2553) Traffic Forecast iTechnical Memorandum – November 7, 2016
TRAFFIC FORECASTTECHNICAL MEMORANDUM
KINSTON BYPASS ALTERNATIVES STUDY
TIP PROJECT R-2553LENOIR, JONES & CRAVEN COUNTIES
PROJECT #: 6300030470WBS #: 34460
Prepared by
Parsons Brinckerhoff434 Fayetteville Street, Suite 1500
Raleigh, North Carolina 27601
Prepared for the
NORTH CAROLINA DEPARTMENT OF TRANSPORTATIONTransportation Planning Branch
Raleigh, North Carolina
November 7, 2016
Kinston Bypass (R-2553) Traffic Forecast iiTechnical Memorandum – November 7, 2016
TABLE OF CONTENTS
1.0 INTRODUCTION ............................................................................................................ 1
1.1 Project Location ...................................................................................................... 11.2 Roadway Network ................................................................................................. 1
2.0 PROJECT DESCRIPTION ............................................................................................... 4
2.1 History ..................................................................................................................... 42.2 Fiscal Constraint ..................................................................................................... 52.3 Alternatives ............................................................................................................. 5
3.0 DATA COLLECTION .................................................................................................... 10
3.1 Classification Counts ............................................................................................ 103.2 Turn Movement Counts ....................................................................................... 103.3 Convert Class Counts to AADT .......................................................................... 103.4 Convert TMC to Quadrant Volumes .................................................................. 103.5 Comparison with Historic AADTs ...................................................................... 11
4.0 TRAVEL DEMAND MODEL ....................................................................................... 13
4.1 Model Review ....................................................................................................... 134.2 Base Year and No Build Network Modifications ............................................... 154.3 Development of Build Networks ........................................................................ 16
5.0 DEVELOPMENT OF PROJECT LEVEL TRAFFIC FORECASTS ............................ 18
5.1 Development of Mainline Volumes .................................................................... 185.2 Development of Turn Movements ...................................................................... 185.3 No Build Alternative ............................................................................................ 195.4 Build Alternatives ................................................................................................. 195.5 Screenline Comparison of Alternative Forecasts ............................................... 20
6.0 TRAFFIC FACTORS ...................................................................................................... 23
6.1 Directional Splits (D) ............................................................................................ 236.2 Design Hour Volume Percentage (K).................................................................. 236.3 Truck Percentages ................................................................................................ 24
7.0 TRAFFIC FORECASTS.................................................................................................. 26
7.1 No Build Alternatives .......................................................................................... 267.2 Build Alternatives ................................................................................................. 26
8.0 TRAFFIC ESTIMATES FOR SHALLOW BYPASS .................................................... 27
Kinston Bypass (R-2553) Traffic Forecast iiiTechnical Memorandum – November 7, 2016
LIST OF TABLES
Table 1. Bypass Alternatives Evaluated ................................................................................ 5
Table 2. Proposed Interchanges, Length and Travel Time along Bypass Alternatives ..... 9
Table 3. Socio-Economic Data from Model .......................................................................... 14
Table 4. Population Estimates and Projections for Lenoir County .................................... 14
Table 5: Total Employment for GTP TAZs in BY 2011 and FY 2040 .................................. 15
Table 6. Total Trips in Base Year 2011 and No Build 2040 Models .................................... 15
Table 7. Base Year and Future Year Network Modifications ............................................ 16
Table 8. Screenline Analysis of 2040 Forecasts .................................................................... 22
Table 9. Traffic Design Factors – D, K and HV at Key Locations ....................................... 25
Table 10. Scenarios for AADT Estimates with Shallow Bypass ........................................ 27
Table 11. Screenline Summary for Shallow Bypass Estimates .......................................... 28
LIST OF FIGURES
Figure 1. Study Area Map ....................................................................................................... 3
Figure 2. Kinston Bypass Alternatives .................................................................................. 8
Figure 3. Historical AADT Map ........................................................................................... 12
Figure 4. TransCAD Model Network with Bypass Alternatives ...................................... 17
Figure 5. Screenlines for Comparing Forecasts ................................................................... 21
LIST OF APPENDICES
APPENDIX A TRAFFIC FORECASTS
APPENDIX B FORECAST DOCUMENTATION TABLES
APPENDIX C TRAFFIC ESTIMATES FOR SHALLOW BYPASS INTERCHANGE OPTIONS
APPENDIX D DETAILED TRAFFIC COUNTS (ELECTRONIC TRANSMITTAL ONLY)
APPENDIX E TRANSCAD MODEL FILES (ELECTRONIC TRANSMITTAL ONLY)
Kinston Bypass (R-2553) Traffic Forecast ivTechnical Memorandum – November 7, 2016
APPENDIX A – Traffic Forecasts
A1 Scenario 1 – 2015 Base Year Existing Conditions
A2 Scenario 2 – 2015 Base Year Build Alternative 1 (Upgrade US 70)
A3 Scenario 3A – 2015 Base Year Build Alternative 1S-S5 (Shallow Bypass with 5 interchanges)
A4 Scenario 3B – 2015 Base Year Build Alternative 1S-P4 (Shallow Bypass with 4 interchanges &
rerouting of existing US 17 to NC 58)
A5 Scenario 4 – 2015 Base Year Build Alternative 11
A6 Scenario 5 – 2015 Base Year Build Alternative 12
A7 Scenario 6 – 2015 Base Year Build Alternative 31
A8 Scenario 7 – 2015 Base Year Build Alternative 32
A9 Scenario 8 – 2015 Base Year Build Alternative 35
A10 Scenario 9 – 2015 Base Year Build Alternative 36
A11 Scenario 10 – 2015 Base Year Build Alternative 51
A12 Scenario 11 – 2015 Base Year Build Alternative 52
A13 Scenario 12 – 2015 Base Year Build Alternative 63
A14 Scenario 13 – 2015 Base Year Build Alternative 65
A15 Scenario 14 – 2040 Horizon Year No Build
A16 Scenario 15 – 2040 Horizon Year Build Alternative 1 (Upgrade US 70)
A17 Scenario 16A – 2040 Horizon Year Build Alternative 1S-S5 (Shallow Bypass with 5 interchanges)
A18 Scenario 16B – 2040 Horizon Year Build Alternative 1S-P4 (Shallow Bypass with 4 interchanges
& rerouting of existing US 17 to NC 58)
A19 Scenario 17 – 2040 Horizon Year Build Alternative 11
A20 Scenario 18 – 2040 Horizon Year Build Alternative 12
A21 Scenario 19 – 2040 Horizon Year Build Alternative 31
A22 Scenario 20 – 2040 Horizon Year Build Alternative 32
A23 Scenario 21 – 2040 Horizon Year Build Alternative 35
A24 Scenario 22 – 2040 Horizon Year Build Alternative 36
A25 Scenario 23 – 2040 Horizon Year Build Alternative 51
A26 Scenario 24 – 2040 Horizon Year Build Alternative 52
A27 Scenario 25 – 2040 Horizon Year Build Alternative 63
A28 Scenario 26 – 2040 Horizon Year Build Alternative 65
Kinston Bypass (R-2553) Traffic Forecast vTechnical Memorandum – November 7, 2016
APPENDIX B – Forecast Documentation Tables
B1 Data Collection
B2 Historical AADTs
B3 Growth Rate
B4 Past Forecasts
B5 Design Factors
APPENDIX C –Traffic Estimates for Shallow Bypass Interchange Options
C1 Scenario S4 - ABDE
C2 Scenario S4 - ABCE
C3 Scenario S3 - ABE
C4 Scenario S2 - AE
C5 Scenario P3 - ABD
C6 Scenario P2 – AD
APPENDIX D – Detailed Traffic Counts
D1 Data Collection Summary
D2 Count Location Maps
D3 13-Hr and 24-Hr Turn Movement Summary
D4 Tube Counts
D5 Turn Movement Counts
APPENDIX E – TransCAD Model Files
E1 2015 Model Files
E2 2040 Model Files
Kinston Bypass (R-2553) Traffic Forecast 1Technical Memorandum – November 7, 2016
1.0 INTRODUCTION
The North Carolina Department of Transportation (NCDOT) is currently studying alternatives for a US70 bypass highway around the City of Kinston, North Carolina as part of the TransportationImprovement Project (TIP) project number R-2553. As part of the alternatives analysis process, trafficforecasts are needed for each alternative to evaluate the feasibility and operations of the proposed bypassalternatives. Parsons Brinckerhoff (PB) was retained to assist NCDOT in developing traffic forecasts forthe TIP project R-2553.
This Traffic Forecast Technical Memorandum documents the travel demand modeling and forecastingmethodologies and assumptions used in developing future year traffic forecasts for each of the proposedalternatives.
1.1 Project Location
The City of Kinston is located in eastern North Carolina in the northwestern section of Lenoir Countyalong US 70 (see Figure 1). It is located approximately 1.5 hours’ drive (80 miles) east from Raleigh andis situated between two major cities: Goldsboro to the west and New Bern to the east. The City of Kinstonis also the home of the Global TransPark, a combined airport (Kinston Regional Jetport at Stallings Field)and industrial complex developed by the State of North Carolina.
1.2 Roadway Network
Figure 1 shows that the City of Kinston is currently served by five major US and NC highways whichpass through the center of the town: US 70, US 258, NC 11, NC 55, and NC 58. In addition, the C.F.Harvey Parkway, locally signed as NC 148, provides an east-west highway along the northern parts ofthe City of Kinston and serves as the primary access to the Global TransPark. The City of Kinston andLenoir County are included in NCDOT Division 2. Specific features of the roads in the study area aredescribed next.
· US 70 is a four-lane major east-west highway providing vital link to eastern North Carolina byproviding connections to Raleigh and I-95 to the west, as well as multiple municipalities in easternNorth Carolina including Goldsboro, La Grange, Kinston, Dover, and New Bern. The posted speedlimit along US 70 ranges from 55 miles per hour (mph) on the western and eastern approaches to 45mph within Kinston. The roadway has multiple traffic signals and provides access to retail and otherdevelopments within Kinston. US 70 is classified as ‘Rural Principal Arterial’ outside of the Kinstoncity limits and as ‘Other Principal Arterial’ within the Kinston urbanized area. US 70 is identified onNCDOT’s Strategic Highway Corridor Vision Plan as a future freeway from Raleigh to MoreheadCity. For this entire distance, the US 70 corridor is being studied separately as part of the US 70Corridor Study (also referred to as Super 70).
· US 258 is primarily a two-lane north-south highway providing regional connections to Jacksonvilleto the south and Farmville and Tarboro to the north. Through the City of Kinston, US 258 provides
Kinston Bypass (R-2553) Traffic Forecast 2Technical Memorandum – November 7, 2016
access to US 70 from the south. US 258 has a wider five-lane cross-section north of US 70, and servesas the primary existing access between US 70 and the Global TransPark. It is posted at 45 mph speedlimit. US 258 is classified as ‘Rural Minor Arterial’ outside of the Kinston city limits and ‘OtherPrincipal Arterial’ within the Kinston urbanized areas. US 258 is identified on NCDOT’s StrategicHighway Corridor Vision Plan as a future expressway south of US 70 to NC 24.
· NC 11 is a two-lane rural road providing access to I-40 to the southwest in Duplin County. North ofKinston, NC 11 is a multi-lane highway providing access to Greenville, located 30 miles north-east ofKinston. Within Kinston, NC 11 is a multi-lane roadway that crosses US 70 and crosses throughdowntown. NC 11 is classified as ‘Rural Major Collector’ outside of the Kinston city limits and as‘Other Principal Arterial’ within the Kinston urbanized areas. NCDOT’s Strategic Highway CorridorVision Plan identifies NC 11 as a future freeway from I-40, continuing north through Kinston (onnew alignment in downtown) to US 264 west of Greenville.
· NC 55 is a two-lane rural highway providing east-west access in eastern North Carolina. WithinKinston, NC 55 merges with NC 11 through the downtown area. NC 55 is classified as ‘Rural MajorCollector’ outside of the Kinston city limits. Within the Kinston urbanized areas, NC 55 is classifiedas ‘Minor Arterial’ south and west of downtown and as ‘Other Principal Arterial’ within downtownand to the northeast.
· NC 58 is a two-lane state road, providing north-south connection in Kinston. NC 58 is classified as‘Rural Major Collector’ outside of the Kinston city limits. Within the Kinston urbanized areas, NC 58is classified as ‘Other Principal Arterial’ in the downtown area and as ‘Minor Arterial’ north ofdowntown.
· The C.F. Harvey Parkway (NC 148) provides an east-west link in northern Kinston from US 70 on thewest to NC 58. It is comprised of two main sections. Between US 70 and US 258, the recentlyconstructed Parkway extension is a four lane freeway with interchange access at both US 70 and US258. Between US 258 and NC 58, the Parkway is a four lane divided highway section with trafficsignals along major intersections, including the intersections which serve as the primary access pointsto the Global TransPark. This roadway is classified as ‘Other Principal Arterial.’
Kinston Bypass (R-2553) Traffic Forecast 3Technical Memorandum – November 7, 2016
Figure 1. Study Area Map
Kinston Bypass (R-2553) Traffic Forecast 4Technical Memorandum – November 7, 2016
2.0 PROJECT DESCRIPTION
The purpose of the TIP project R-2553 is to evaluate highway bypass alternatives that would provide analternate option to using the existing US 70 through the City of Kinston. The proposed bypass is intendedto serve as a major diversion route for motorists traveling east-west on US 70. In addition to the bypassalternatives, a non-bypass alternative of upgrading US 70 between La Grange and Dover to a freeway isalso to be evaluated.
2.1 History
The Kinston Bypass has been considered by NCDOT in previous forecasts and studies for projects in andaround the City of Kinston. The following forecasting projects were reviewed as part of the currentforecasting efforts:
· North Carolina Global TransPark (GTP) Study – May 1996
· R-2719A C.F. Harvey Parkway (formerly Crescent Road) – June 2004
· Kinston Eastern Loop/ NC 11 Relocation (FS-0802) – May 2008
· US 70 Strategic Highway Corridor Study (including US 70 at NC 11/NC 55 Feasibility Study)
· US 70 Kinston Bypass (R-2553) – July 2009
· R-2554 Goldsboro Bypass (Public Hearing Map) – project completed May 2016
· US 70 Kinston Bypass (R-2553) – July 2012
In addition, the Kinston Comprehensive Transportation Plan (CTP), adopted in February, 2008, providesfuture regional forecasts assuming multiple transportation projects identified for the area. Many of theseprojects are not included in the financially feasible network identified for the current Kinston Bypassforecast.
A review of these forecasts was conducted and compared with model runs of the latest Kinston Arearegional demand model using TransCAD software. This demand model was initially developed byNCDOT in April 2012 and has been used as part of the latest forecast.
Note that there is general decrease when comparing Kinston forecast before 2012 and after. Thisreduction in future traffic is primarily a result of reevaluation of expected land use growth in the Kinstonarea including the Global TransPark that was made as part of the 2012 forecast. A detailed comparisonbetween the older forecasts and the updated analysis is provided in Appendix B page B4 of this report.
Kinston Bypass (R-2553) Traffic Forecast 5Technical Memorandum – November 7, 2016
2.2 Fiscal Constraint
The City of Kinston is not part of any Metropolitan Planning Organization (MPO). Consequently, thecurrent Kinston study area is considered a non-MPO area, and thus not subject to the federal requirementof preparing a fiscally-constrained transportation plan. Consequently, specific projects assumed as partof the current forecasting efforts were determined based on consultation with NCDOT by assuming thatonly projects identified in the current NCDOT STIP were part of the fiscally constrained network. Thesefuture roadway projects and other assumptions are outlined in Section 4.2.
2.3 Alternatives
As part of the current traffic forecasting efforts, eleven US 70 Bypass Build alternatives were identifiedin addition to Upgrade US 70 and No-Build alternatives. For each alternative, traffic forecasts wereprepared for two analysis years - 2040 design year conditions, and 2015 existing year conditions.
2.3.1 Description of Bypass Alternatives
Figure 2 shows the conceptual location/ alignment of the alternatives being studied by NCDOT (receivedas part of the NCDOT Forecast Request along with a conceptual graphic illustration for each alternative).Table 1 lists the alternatives examined for this forecast. Appendix A also provides the forecast for eachalternative which can be reviewed for a more detailed examination of interchange connections andalignments. In all cases, it should be recognized that the specific alignments are preliminary and subjectto change as part of the environmental analysis process. Also note that all of the Bypass alternativesexamined as part of this forecast represent southern bypasses of Kinston.
Table 1. Bypass Alternatives Evaluated
ForecastScenario
Alternatives(See Detailed Study Alternatives Map)
AlignmentColor
1 No Build Black2 Alternative 1 – Upgrade Existing US 70 to freeway Orange
3A Alternative 1S (Scenario S5) – Shallow Southern Bypass with 5interchanges Orange
3B Alternative 1S (Scenario P4) – Shallow Southern Bypass with 4interchanges & rerouting of existing US 17 to NC 58 Orange
4 Alternative 11 Red5 Alternative 12 Red6 Alternative 31 Yellow7 Alternative 32 Yellow8 Alternative 63 Pink9 Alternative 65 Pink
10 Alternative 51 Blue11 Alternative 52 Blue12 Alternative 35 Purple13 Alternative 36 Purple
Note: Two variations are examined for Alternatives 1S – Shallow Southern Bypass. The differences between scenarios S5 andP4 include which crossroads have interchanges as well as the manner in which the existing US 70 ties into the Shallow Bypasson the east.
Kinston Bypass (R-2553) Traffic Forecast 6Technical Memorandum – November 7, 2016
For all alternatives, it is assumed that 70 mph posted speed would be provided. This includesimprovements to existing roadway segments including the existing US 70 and C.F. Harvey Parkway.Also note that for all alternatives it is assumed that the 70 mph freeway operations will apply for theentire section from the US 70/ NC 903 interchange in LaGrange east through Kinston to the US 70/ NC41 interchange south of Cove City. For alternatives that begin or end within these boundaries, it isassumed that US 70 would be upgraded on the eastern and western approaches to the proposed Bypassalignments.
2.3.2 Comparison of Interchange Access Locations
Each of the twelve alternatives (in addition to the No Build) has specific interchange locations identifiedand assumed for the traffic forecast. As part of the forecast, turn movements are developed for each ofthese locations. For comparison purposes, the specific interchange locations are identified in Table 2.
Two forecasts have been developed for the Alternative S-1 Shallow Bypass. Both alternatives assumethat interchanges are provided at (A) the western tie-in with existing US 70, (B) NC 11/55, (C) US 258,and (D) NC 58. The designation of “P” and “S” refers to the type of interchange connection at (E) theeastern tie-in with US 70. The “S” suffix refers to a full access system interchange at the E locationresulting in 5 interchanges (hence the S5 designation).
Compared with S5, the P4 alignment has only 4 interchange with no interchange access at location E.Note that the P originally referred to partial access at this location, but the final alignment layout assumesthat all existing US 70 traffic would access downtown Kinston from the NC 58 interchange (D). Tofacilitate this movement, US 70 would be realigned to overlap with NC 58 between the existing US 70and the proposed NC 58 interchange.
Recognizing that fewer interchanges (or a prioritized phasing of interchanges) may be considered, aseries of AADT traffic estimates are also prepared and documented in Appendix C examining variationsin AADT for the Shallow Bypass alternatives with fewer interchanges.
2.3.3 Comparison of Alignment, Travel Time, and Speed of Alternatives
As noted in the text, the length of the alternatives vary with each alternative connecting into US 70 atdifferent locations west and east of Kinston. In order to understand the desire of US 70 traffic to utilizespecific bypasses, a comparison of the total length and travel times of each alternative was developed.This comparison takes into account required new alignments as well as the takeoff points to/from US 70.
Table 2 provides a summary of the assumed length for each alternative assuming the same western tie-in point (the NC 903 interchange just south of LaGrange) and eastern termini (the NC 41 interchangesouth of Cove City) on US 70.
In addition to length, the overview includes an estimate of the travel time from the western and easternlimits. It is assumed that for all of the Bypass alternatives (including Upgrade US 70) 70 mph operating
Kinston Bypass (R-2553) Traffic Forecast 7Technical Memorandum – November 7, 2016
speeds will be provided. This is compared to the existing US 70 which includes 55 mph and 45 mphsections as well as multiple traffic signals.
As an additional source of information, the travel times were adjusted to reflect the potential impact ofsignal delays, particularly on US 70 in the No Build scenario. Although US 70 is posted at between 45mph and 55 mph, it also has a heavy concentration of traffic signals which will introduce delays andreduce average travel speeds. As shown in Table 2, signal delay was assumed to increase travel times(and decrease travel speeds) by approximately 40 percent on the existing US 70 sections. Note that thisreduction effectively reduced travel speeds to between 35 and 40 mph on US 70 which still maintainsLOS C/D operations on the US 70 arterial sections.
A review of Table 2 indicates the following:
· The No-Build alternative is estimated to require 33 minutes to travel east-west through the studyarea if signals are not considered. Note, however, that with a 40 percent delay related to trafficsignals during the peak congested periods, this estimate increases to 46 minutes. The existing US70, Alt 1 and Alt 1S are the shortest alignments through the study area at about 28.7 miles.
· The Upgrade US 70 alternative, Alt 1, reduces east-west travel time (25 minutes) compared withthe No-Build (33 minutes free flow / 46 minutes with assumed signal delays). It is assumed thatin Alt 1 US 70 is improved to 70 mph including the construction of interchanges.
· The new alignment Bypass alternatives provide east-west travel time (25 -28 minutes) throughKinston. The higher speeds on the Bypass make the Bypass the preferred route for east-westthrough traffic as compared with existing US 70 (No Build alternative) during both uncongestedand congested periods.
Note that the above analysis was not used directly in the forecasting process. Instead these observationswere utilized in comparing the reasonableness of the TransCAD model runs for each alternative.
Kinston Bypass (R-2553) Traffic Forecast 8Technical Memorandum – November 7, 2016
Figure 2. Kinston Bypass Alternatives
Kinston Bypass (R-2553) Traffic Forecast 9Technical Memorandum – November 7, 2016
Table 2. Proposed Interchanges, Length and Travel Time along Bypass Alternatives
ALT INTERCHANGES DISTANCE(mi)
TRAVELTIME(min)
NC
903
Will
ieM
easl
eyRd
JimSu
tton
Rd
US
70Ti
e-in
(Wes
t)
Alb
ertS
ugg
RdBa
rwic
kSt
atio
nRd
C.F
.Har
vey
Pkw
y
US
258
US
70Bu
s
NC
55
NC
11
US
258
NC
58
Wys
eFo
rkRd
Old
US
70
US
70Ti
e-in
(Eas
t)
NC
41
Tota
l
US
70
New
Alig
nmen
t
Tota
l
US
70
New
Alig
nmen
t
Tota
l
No Build X X 28.7 - 28.7 46.3 - 46.3
Alt 1 X X X X X X X X X X X X 10 28.7 - 28.7 24.6 - 24.6
Alt 1S (S5) X X X X X X X X X X X 9 19.5 9.2 28.7 16.7 7.9 24.6
Alt 1S (P4) X X X X X X X X X X 8 19.5 9.2 28.7 16.7 7.9 24.6
Alt 11 X X X X X X X X X X 8 14.1 16.5 30.6 12.1 14.1 26.2
Alt 12 X X X X X X X X X 7 18.0 13.1 31.1 15.4 11.2 26.6
Alt 31 X X X X X X X X X X 8 12.2 17.3 29.5 10.5 14.8 25.3
Alt 32 X X X X X X X X X 7 16.0 13.6 29.6 13.7 11.7 25.4
Alt 63 X X X X X X X X X 7 16.0 13.7 29.7 13.7 11.7 25.4
Alt 65 X X X X X X X X X X 8 12.5 17.1 29.6 10.7 14.7 25.4
Alt 51 X X X X X X X X X X 8 11.1 19.0 30.1 9.5 16.3 25.8
Alt 52 X X X X X X X X X 7 14.8 15.5 30.3 12.7 13.3 26.0
Alt 35 X X X X X X X X X 7 14.8 18.1 32.9 12.7 15.5 28.2
Alt 36 X X X X X X X X X X 8 11.1 21.4 32.5 9.5 18.3 27.8
Notes:1. Above analysis assumes the same western (NC 903 interchange in LaGrange) and eastern (NC 41 interchange south of Cove City) termini.2. For No build, travel time includes 40% delay due to signals on existing US 70.
Kinston Bypass (R-2553) Traffic Forecast 10Technical Memorandum – November 7, 2016
3.0 DATA COLLECTION
The first step in traffic forecasting involved collection of existing traffic data in the study area. Trafficdata was collected between April 14, 2015 and May 15, 2015 when the schools were in session. Datacollection included 48-hr class counts and turn movement counts.
A map showing location of traffic counts is included in Appendix D.
3.1 Classification Counts
Daily volume and classification counts were collected at 21 locations in the study area. The data werecollected according to NCDOT guidelines and covered at least 48-hour period during weekdays.Appendix D provides a list of locations where classification counts were collected.
3.2 Turn Movement Counts
Turn movement counts (TMC) were collected at 36 locations. TMC data were collected according toNCDOT guidelines and covered a 13-hour period during weekdays from 6 AM to 7 PM. For each of theintersections, truck volumes were counted on one approach. At two locations along US 70, only turnvolumes were counted.
The intersections where turning movement counts were collected are shown in Appendix D.
3.3 Convert Class Counts to AADT
The 48 hour class counts were converted to AADT according to NCDOT Traffic Survey Group (TSG)guidelines. Computing the AADT involved the following steps:
· The 48-hour class counts were averaged over the two day period to compute the 24-hr averagedaily traffic (ADT) count.
· A seasonal adjustment factor was applied to the above 24-hr ADT counts to convert them toAADT. The seasonal factors were obtained from NCDOT Traffic Survey Group’s Seasonal Factorspreadsheet. The count date, ATR group and seasonal adjustment factor used are shown inAppendix B – B1.
· The estimated AADTs were rounded to nearest hundreds.
3.4 Convert TMC to Quadrant Volumes
The turn movement counts were the primary source for estimating quadrant volumes at intersections. Atwo-step process was used to estimate quadrant volumes from turn movement counts. First, 13-hrmainline and quadrant volumes were calculated for intersections where counts were available. Second,a factor was applied to estimate 24-hr AADT equivalent volume. The factor was based on the ratio ofestimated AADT from adjacent class counts to 13-hr mainline volumes from turn movement count. Note
Kinston Bypass (R-2553) Traffic Forecast 11Technical Memorandum – November 7, 2016
that seasonal adjustment is already included in AADT’s estimated from class count, and hence reflectedin the conversion factor.
3.5 Comparison with Historic AADTs
Historic AADTs were obtained from 1994 through 2014 for key locations in the study area. AADTs arecompared to counts collected for the projects, and to the base year No Build (BY NB 2015) forecast inAppendix B – Table B2. A historical AADT map for key locations showing NCDOT published AADTsfrom 2010 through 2014 is shown in Figure 3.
Kinston Bypass (R-2553) Traffic Forecast 12Technical Memorandum – November 7, 2016
Figure 3. Historical AADT Map
Kinston Bypass (R-2553) Traffic Forecast 13Technical Memorandum – November 7, 2016
4.0 TRAVEL DEMAND MODEL
This Kinston Travel Demand model was a key tool in preparing the forecasts for this project. NCDOTTPB commissioned CDM Smith to develop the Kinston Travel Demand Model based on NCDOT’s SmallArea Model guidelines. The final model along with model validation and technical memorandum werecompleted in April 2012. The model utilizes TransCAD platform and has two scenarios:
· BY 2011 - the validated Baseline Year 2011, and
· FY 2040 - Future Year 2040
A model review was conducted early in the process to identify and document key assumptions andmodel outputs.
4.1 Model Review
The initial step in applying the model was to examine and compare the No Build model operations andresults, comparing them with previous traffic forecasts and expected land use growth rates to verify thereasonableness of the model. This required refining the No Build network, comparing to previousforecasts, and then assessing reasons for discrepancies.
4.1.1 Land Use Assumptions and Population Trend
The development of land use projections was not part of the traffic forecast process. Instead it wasconducted separately as part of the planning process during which NCDOT coordinated with localplanners in Lenoir County, Kinston, and with the Global TransPark to develop population andemployment projections. Table 3 provides a comparison of base year (2011) and future year (2040) datafrom the model. Data from North Carolina State Data Center (NC SDC) shows that population hasessentially been flat in the past 35 years and a similar trend is projected for the next 30 years.
As shown in Table 3, the model anticipates an annual increase in population through 2040 to beapproximately 0.57 percent. This is higher than the State Data Center projections of very slow (actuallynegative growth) as shown in Table 4. This finding was discussed with the NCDOT planners and itwas revealed that one of the basic assumptions agreed to with local planners was that the period from2000 to 2010 has been a very low growth period, but that the 10-year period from 1990 through 2000was more representative of growth that could occur and be maintained in the area, especially given thepresence of the Global TransPark both in terms of infrastructure that is now in place and planned forfuture. Nevertheless, 0.57 percent increase in population is a relatively modest growth rate.
Kinston Bypass (R-2553) Traffic Forecast 14Technical Memorandum – November 7, 2016
Table 3. Socio-Economic Data from Model
Population Employment
BY 2011 43,934 29,459
FY 2040 51,749 38,626
Change 7,815 9,167
Change (%) 18% 31%
Annual Growth Rate 0.57% 0.94%
Table 4. Population Estimates and Projections for Lenoir County
Year PopulationEstimate Year Population
Projection1980 59,819 2015 58,780
1990 57,274 2020 58,533
2000 59,573 2025 58,282
2010 59,454 2030 58,034
2014 58,830 2035 57,786
Source: North Carolina State Data Center
4.1.2 Global TransPark Employment Assumptions
Within the study area, the Global TransPark is a key driver of traffic demand in the region. Includedwithin the total employment estimate in Table 5 is the observation that 63 percent of the anticipatedincrease in employment is industrial employment focused at and near the Global TransPark. To examinethe GTP growth, six zones were selected from the regional demand model that overlapped the GlobalTransPark boundaries. Note that in some cases, the employment may not be exclusively related to theGTP, but for estimation purposes the zones are a valid representation.
As shown in Table 5, the estimated employment growth rate in the GTP zones is 4 percent per year. Thisis a strong rate of growth and would drive increases in traffic for the region. This growth rate wasidentified by NCDOT in close consultation with GTP staff and local planners and provides a reasonableassumption for local growth.
Note, however, that these 2040 employment projections are substantially lower than estimates used inthe previous 2030 Kinston Model as well as previous forecasts. The older version of the model was basedon an estimation of 25,000 employees in the GTP. In contrast, the updated 2010 model anticipates 6,718employees in the Global TransPark zones by 2040. These revised assumptions for future (2040)employment were cooperatively developed by NCDOT with local input from the Global TransPark andKinston area planners. In the process, it was recognized and acknowledged that these projections weremuch lower than previous estimates.
Kinston Bypass (R-2553) Traffic Forecast 15Technical Memorandum – November 7, 2016
Table 5: Total Employment for GTP TAZs in BY 2011 and FY 2040
Model TAZ(GTP) BY 2011 FY 2040 Change Change
(%)Annual
Growth Rate122 11 113 102 927% 8.4%125 1,338 1,338 0 0% 0.0%127 10 103 93 930% 8.4%131 1 10 9 900% 8.3%132 474 4,373 3,899 823% 8.0%133 349 781 432 124% 2.8%
Total 2,183 6,718 4,535 208% 4.0%
4.1.3 Review of Total Trip Volumes
In evaluating the new TransCAD regional demand model, an examination of trip volumes and patternswas also reviewed to assess the applicability of the model to the Kinston Bypass forecast. This includedan examination of local trips (trips beginning and ending within the model area), internal/external trips(trips having one endpoint within the model area and one external to the area), and through trips.
As shown in Table 6, the expected annual growth rate in trips is approximately 1.1 percent. Thisincludes an annual growth rate of 0.8 percent for local trips which reflects the anticipated 0.57 percentincrease in population and 0.94 percent increase in employment shown in Table 3. As per the traveldemand model, the majority of traffic growth on US 70 is attributable to “Through trips” (external toexternal trips) rather than growth inside the model area.
Table 6. Total Trips in Base Year 2011 and No Build 2040 Models
Trip Type2011
ModelTrips
2040ModelTrips
PercentIncrease
AnnualGrowth
RateLocal Trips 140,567 170,125 21.0% 0.8%
Internal-External 52,432 68,868 31.4% 1.2%Through Trips 22,569 35,533 57.4% 2.0%
Total Trips 215,567 274,526 27.4% 1.1%
4.2 Base Year and No Build Network Modifications
The “No Build” alternative includes roadway improvements/ projects that have been planned orcommitted to by NCDOT or that can reasonably be expected to be in place by the design year. SinceKinston is a non-MPO area, a formal fiscally constrained plan has not been identified. After a review ofNCDOT’s transportation plans and consultation with NCDOT staff, it was agreed that the projectsidentified in Table 7 would be updated for the No Build alternative. Therefore, the following roadwayprojects were updated in the model to develop a base year and future year No-Build roadway network.
Kinston Bypass (R-2553) Traffic Forecast 16Technical Memorandum – November 7, 2016
Table 7. Base Year and Future Year Network Modifications
Project DescriptionIn Base
Year(2011)
In FutureYear
(2040)
NC 148 C.F.Harvey
ParkwayExtension (R-2719A)
This project was completed in 2013. It extended C.F. Harvey Parkway as afour-lane freeway facility between US 70 and US 258. A section of US 70 wasalso realigned as part of this project
Yes(Added)
Yes(Modified)
NC 148 C.F.Harvey
Parkway NEExtension(R-5703)
This project was included in the May 2015 STIP as a feasibility study. Theproposed project includes construction of a new four-lane divided facilitynortheast of Kinston extending the existing C.F. Harvey Parkway from NC 58to NC 11.
No(NA)
Yes(Added)
Carey RoadExtension(U-3618)
This proposed four-lane local road providing an additional east-west routethrough western Kinston would extend Carey Road from Rouse Roadwestward to US 258 Hull Road. It was identified for funding as part ofprevious STIP (2012) but is not included in latest STIP (May 2015).
No(NA)
No(Removed)
Note: Of the three projects requiring network modifications, only the R-5703 project is being added to the 2040fiscally constrained network as an anticipated project.
4.3 Development of Build Networks
The 2040 Future Year TransCAD model was used as the starting point for the development of twelvefuture Build alternatives for the Kinston Bypass. Figure 4 illustrates the network coding of thesealternatives on a single network. The primary assumptions used in network coding of the alternativesincluded:
· New alignment sections were coded at 70 mph free-flow speed.
· A bridge penalty of one-half minute was added to the new alignment bridge crossing at theNeuse River. This was done in order to be consistent with base year and future year No Buildmodel where a bridge penalty is being used at all links crossing Neuse River.
· Existing sections of US 70 that were to be utilized as part of a Bypass alternative were assumedto be converted to 70 mph freeway sections. This includes the sections of US 70 between theUS 70/NC 903 interchange to the western Bypass takeoff point as well as the section of US 70from the eastern Bypass merge point back with US 70 to the US 70/ NC 41 interchange.
· For the sections of US 70 being upgraded to a 70 mph freeway, interchanges were added asspecified for each roadway. This included consolidating of other local roads and centroidconnectors to remove access directly to US 70 or the C.F. Harvey Parkway.
· The alignments were coded as provided by the NCDOT’s Project Development andEnvironmental Analysis (PDEA) branch in the forecast request as shown in Figure 2.
· Each bypass network was modeled separately for traffic assignments in 2011 and 2040. The2011 model results were adjusted to prepare the 2015 existing forecasts.
Kinston Bypass (R-2553) Traffic Forecast 17Technical Memorandum – November 7, 2016
Figure 4. TransCAD Model Network with Bypass Alternatives
Kinston Bypass (R-2553) Traffic Forecast 18Technical Memorandum – November 7, 2016
5.0 DEVELOPMENT OF PROJECT LEVEL TRAFFIC FORECASTS
The study required development of project level traffic forecasts with balanced daily traffic turningmovements per NCDOT standards. Traffic forecasts were developed for No Build conditions and twelveBuild alternatives for Base Year 2015 and Horizon Year 2040.
A key component of developing the forecasts was utilizing the TransCAD model and the modelforecasted traffic volumes as described in Section 4.0. In addition to the travel demand model output,other inputs were used including previously developed forecasts, traffic data collected for the project,and engineering judgment.
Beyond the review of the model results for estimating average daily traffic, other critical steps includethe development of balanced turn movement and the estimation of traffic factors (including design hourvolume percentages, directional splits, and truck percentages). The following sections examine theseelements and provide additional insights into the specific forecasts for each alternative.
5.1 Development of Mainline Volumes
Mainline volumes were estimated for the alternatives using a combination of methods. A key input intothe process, however, was utilizing the travel demand models identified in Section 4.0. The overall 2040trip table was assigned to the networks devised for each alternative. The model results were compiledand compared to observe both similarities and differences between the alternatives. Variations in themodel results were reviewed and analyzed in terms of the expected differences in travel patternsincluding alternative routes for trips to access various locations in Kinston north of US 70.
An initial review of screenlines was conducted to verify overall trip assignment was reasonable betweenalternatives. This included detailed review of the diversion from the existing US 70 to the proposedBypass alternatives and verification that the general trend was that the closer and shorter Bypassalternatives diverted higher volumes from US 70 to the new Bypass. Section 5.5 documents the screenlines from the final adjusted forecasts.
Using the base volumes, turn movement balancing was conducted as outlined in Section 5.2 Thebalancing was adjusted to provide consistency between alternatives on both the existing US 70 and theproposed Bypass alignments.
5.2 Development of Turn Movements
The traffic forecasts developed for this project consisted of daily traffic volumes and turn movements forthe roadway network. Specifically, turn movements have been developed at multiple intersections alongthe existing US 70 corridor and on the proposed bypass alternatives.
The turn movements were developed by first reviewing the daily volume projections from the TransCADmodel along US 70, the critical side roads on US 70, and the Bypass alternatives. These volumes were
Kinston Bypass (R-2553) Traffic Forecast 19Technical Memorandum – November 7, 2016
utilized as a starting point for balancing turn movements. Turn movements were estimated utilizing aniterative process requiring multiple steps.
5.3 No Build Alternative
For the No-Build alternative, the existing turn movements served as the primary source of data. Usingthe growth rates predicted for each roadway link from the travel demand model between 2012 and 2040,future turn movements were estimated at each intersection. The next step required balancing of the turnmovements to verify that the traffic entering and exiting the intersection matched the turn movements.In some locations, the daily traffic on roadway sections between two intersections was adjusted so thattraffic volumes would be balanced between intersections. This typically occurred when a driveway,roadway, or intersection caused a change in traffic volumes between two turn movement locations.
5.4 Build Alternatives
For the 2040 Build alternatives, additional steps were used in estimating turn movements. Instead ofusing the existing counts as a starting point, the 2040 No-Build turn movements were used as a base. Aspreadsheet was utilized to iteratively adjust the volumes of turn movements as well as intersectionapproaches. In general, the provision of Bypass alternatives, reduced the traffic volumes on US 70through the study area.
For each of the Build alternatives, a freeway type facility is planned along US 70 between NC 903 on thewest and NC 41 on the east. Alternative 1 (Widen Existing) assumes that existing at-grade intersectionswill be modified and/or closed from the existing configuration on US 70. The revised access patternswere examined to estimate future turn movement volumes using existing data as a base, but taking intoaccount the rerouting of trips based on the proposed interchange access points.
For the southern bypass alternatives on new alignment, the portion of the route along existing US 70 (i.e.the eastern and western approaches to the new alignment sections) also is planned to have freeway typeaccess only at interchanges. Therefore, similar to Alternative 1, future turn movements were estimatedrecognizing that the existing access pattern would be changed resulting in diversions and rerouting oftrips from the existing travel patterns.
In addition to the existing roadway sections, traffic volumes and turn movements were assigned to eachBypass alternative. In general, the TransCAD assignment was used to assign daily traffic volumes to theroadway links. More detailed refinements were applied utilizing data from existing turn movementcounts as appropriate. Turn movements were estimated and balanced at the tie-in points of the proposedBypass alignments with US 70.
Once intersections were balanced between themselves for each alternative, an additional step requiredcomparing turn movements for each alternative to each other. In several cases, the bypass alternativestested were similar and would be expected to have similar traffic patterns in some areas of the network.
Kinston Bypass (R-2553) Traffic Forecast 20Technical Memorandum – November 7, 2016
As a final step, a quality check was performed to verify that the intersections remained balanced betweenalternatives.
5.5 Screenline Comparison of Alternative Forecasts
A check for each of the alternatives was performed to verify whether total trips across screenlines wereconsistent between alternatives and that no Alternative forecast had either reduced or increased the totaltraffic volumes inadvertently. Note that due to intricacies of the roadway network it is anticipated thatsome volumes differences (less than 10 percent) could occur between alternatives. In performing thescreenline analysis, the forecast volumes were identified for three separate screenlines as shown in Figure5. Table 8 summarizes the screenline analysis of the 2040 alternative forecasts.
· Screenline A – Measured east-west flow generally following the Neuse river boundary onwestern side.
· Screenline B – Measured east-west flow on the eastern side of the model area.
· Screenline C – Measured north-south flow between C.F. Harvey Parkway and NC 58 north ofexisting US 70.
A review of the screenlines indicates the following:
· At all three screenlines, volumes are generally consistent across all alternatives and within +/-10% of No Build.
· At screenlines A and B, total volume increases compared to No Build with the bypassextending outward as relatively higher local traffic utilize the bypass.
· Build Alternatives with direct connection to NC 148 (CF Harvey Parkway) have highervolumes than No Build for Screenline C.
Overall, the screenline analysis provides a solid check that the 2040 traffic forecast is applicable for acomparison of the alternatives.
Kinston Bypass (R-2553) Traffic Forecast 21Technical Memorandum – November 7, 2016
Figure 5. Screenlines for Comparing Forecasts
Kinston Bypass (R-2553) Traffic Forecast 22Technical Memorandum – November 7, 2016
Table 8. Screenline Analysis of 2040 Forecasts
ALTERNATIVE SCREENLINE A SCREENLINE B SCREENLINE C
US 70 Bypass Total
IncreasefromNo
Build
US 70 Bypass Total
Increase
fromNo
Build
NC148
US258
US 70Bus
NC 11-55 NC 58 Total
ChangefromNo
Build
No-Build 49,400 - 49,400 - 29,200 - 29,200 - 9,400 13,200 22,400 14,200 18,800 78,000 -
Alt 1 47,000 - 50,000 1 1% 29,000 - 31,000 1 6% 8,600 14,400 23,800 15,000 19,200 81,000 4%
Alt S1 (Var S5) 22,800 29,000 51,800 5% 13,000 19,000 32,000 10% 14,400 8,200 18,000 17,200 20,000 77,800 0%
Alt S1 (Var P4) 21,800 30,600 52,400 6% 2,500 27,200 29,700 2% 14,400 8,400 18,000 17,200 20,000 78,000 0%
Alt 12 28,200 24,800 53,000 7% 14,800 16,000 30,800 5% 13,800 8,400 22,000 14,000 18,800 77,000 -1%
Alt 11 28,200 24,800 53,000 7% 14,800 16,000 30,800 5% 13,800 8,400 22,000 14,000 18,800 77,000 -1%
Alt 32 28,600 24,200 52,800 7% 14,800 16,200 31,000 6% 13,600 8,800 22,000 14,000 18,800 77,200 -1%
Alt 31 28,600 24,200 52,800 7% 14,800 16,200 31,000 6% 13,600 8,800 22,000 14,000 18,800 77,200 -1%
Alt 63 27,800 25,600 53,400 8% 14,800 16,200 31,000 6% 13,600 8,600 22,000 14,000 18,800 77,000 -1%
Alt 65 27,800 25,600 53,400 8% 14,800 16,200 31,000 6% 13,600 8,600 22,000 14,000 18,800 77,000 -1%
Alt 52 32,400 18,800 51,200 4% 14,800 16,200 31,000 6% 10,000 10,600 22,000 14,000 19,000 75,600 -3%
Alt 51 32,400 18,800 51,200 4% 14,800 16,200 31,000 6% 10,000 10,600 22,000 14,000 19,000 75,600 -3%
Alt 35 37,400 13,400 50,800 3% 19,800 10,400 30,200 3% 10,000 11,000 22,000 14,000 19,000 76,000 -3%
Alt 36 37,400 13,600 51,000 3% 19,800 11,000 30,800 5% 10,000 11,000 22,000 14,000 19,000 76,000 -3%
Notes:1: Screenline includes traffic on service road parallel to US 70.
Kinston Bypass (R-2553) Traffic Forecast 23Technical Memorandum – November 7, 2016
6.0 TRAFFIC FACTORS
As part of the evaluation of future traffic projections, analysis of existing traffic factors and characteristicswere determined and changes in the future were estimated. Specific data which were estimated for thisanalysis include design hour percentage (K), directional splits (D), and truck percentages (T). Thesefactors were not derived from the TransCAD demand model.
Utilizing the existing traffic counts described in Section 3.1 and 3.2, the K, D, and T factors for eachintersection were evaluated. In reporting the data for each alternative, the factors were mapped on thesame sheet as the projected turn movements for each alternative. The factors are summarized using thestandard NCDOT forecasting tables in Appendix B.
As part of the design year traffic forecasts, traffic factors were developed for directional splits (D), designhour volume percentages (DHV), and truck percentages. These factors are identified in the trafficforecasts shown in Appendix A. Traffic factors were separately estimated for specific roadwaysincluding US 70, the C.F. Harvey Parkway, the proposed Bypass alignments, and cross roads.
The primary sources of data for determining the traffic factors was the existing 2008 traffic counts,additional NCDOT counts, and recently completed NCDOT forecasts in the region (FS-0802, U-3618, andR-2719A). In addition, NCDOT’s Traffic Forecast Utility spreadsheet was used to verify that thedirectional splits and DHV were valid for the peak hour intersection flows.
6.1 Directional Splits (D)
The directional splits were estimated based upon existing count data, an evaluation of the impact thatbypass alignments may have on travel patterns, recently completed NCDOT forecasts, and engineeringjudgment. The observed and predicted direction splits were compared for specific roadway links aspresented in Table 9.
In general, it was determined that the peak hour directional split was 55-45 on US 70 west and east ofKinston with a 60-40 split applicable on the section between US 70 Business and NC 58. Other localroadways had varying splits with a peak directional percentage between 60 and 65 percent on mostroadways. In general, the existing peak hour data was used to identify existing directional distributionsand then adjusted based on the specific Bypass alternative. In general, the Bypass alternatives wereestimated to have a 55-45 directional split.
6.2 Design Hour Volume Percentage (K)
Traffic data was analyzed to identify the percentage of daily traffic occurring during the peak hour (K).These values were compared with the estimate of design hour volume percentage in other NCDOTforecasts. The comparison of the Design Hour Volume (DHV) percentage is illustrated in Table 9. Theforecast percentage was adjusted slightly using engineering judgment and rounding.
Kinston Bypass (R-2553) Traffic Forecast 24Technical Memorandum – November 7, 2016
In general, it was estimated that the future DHV would be approximately 9 percent on US 70 and either9 or 10 percent on the bypass alignments. In general, the crossroads with US 70 were estimated to havea 9 percent DHV. Also note that for other local and rural roadways in the study area, the DHV percentagevaried between 8 and 10 percent based primarily on existing data.
6.3 Truck Percentages
Truck percentages were estimated based upon existing turning movements, classification counts,additional NCDOT classification data collected near the project study area, and past NCDOT forecasts.The truck percentages were estimated separately for dual trucks (buses and single unit trucks) and thelarger TTST (tractor-trailer and semi-trailer) trucks. The truck percentages are summarized in Table 9.
In addition, truck percentages were tested to verify similar assumptions for total through trucks and GTPrelated truck trips between alternatives. In some cases, this resulted in fluctuating truck percentagesalong the bypass alignments with high truck percentages on low volume links and lower percentages onhigh volume links. This was estimated to maintain a similar volume of through truck volumes along thebypass despite increases in local traffic on specific segments.
Overall, the base peak hour truck percentages on US 70 were estimated as utilizing the existingclassification counts collected along US 70. As shown in Appendix B – B5, the data has a wide range forthe US 70 truck counts, but in general the truck percentages are higher on the west and east and lowerwithin Kinston where there is a higher volume of local trips. In general, two primary sources of heavytruck volume were assumed: trucks accessing the GTP along C.F. Harvey Parkway to the north as wellas through trucks on US 70 which were assumed to divert to the bypass alignment. On the bypassalignments, the truck percentage varied, often with a higher truck percentage on the lowest volume linksreflecting through trucks on the bypass alignment.
Truck percentage on side streets typically reflected existing counts, particularly for the roadways servingthe downtown area. Note that the truck percentage for the C.F. Harvey Parkway was increased fromexisting data to reflect the anticipated buildout scenario with extensive truck traffic activity (in additionto rail and air traffic) serving the GTP.
Note that assumed definitions for dual and TTST trucks followed the current NCDOT truck classificationscheme. Specifically, duals were assumed to match Classes 4 through 7 and TTST were assumed to matchClasses 8 through 13 of the Federal vehicle classification scheme.
Kinston Bypass (R-2553) Traffic Forecast 25Technical Memorandum – November 7, 2016
Table 9. Traffic Design Factors – D, K and HV at Key Locations
Location
D – DirectionalDistribution K – Peak Hour Factor Heavy Vehicles –
(Dual / TTST)
ClassCount
SelectedBY NBValue
ClassCount
SelectedBY NBValue
ClassCount
SelectedBY NBValue
US 70 - West of SR 1334 (Barwick Station Rd) 55% 55% 8.0% 9% 4.3 / 8.0 4 / 8
US 70 - West of Pinelawn Cemetery Dr 54% 50% 8.1% 9% 3.8 / 6.5 4 / 6
US 70 - West of US 70 Bus 51% 55% 7.6% 9% 3.2 / 4.9 4 / 5
US 70 - East of US 70 Bus 53% 55% 8.0% 9% 3.6 / 5.2 5 / 6
US 70 - East of Lenoir CC 53% 55% 7.6% 8% 9.1 / 9.0 6 / 9
US 70 - East of SR 1313 (Burkett Road) 50% 55% 8.0% 8% 7.0 / 12.0 7 / 12
C.F. Harvey Parkway - North of US 70 61% 60% 9.7% 9% 4.8 / 8.4 5 / 9
NC 11/55 - North of NC 11 and 55 Merge 61% 65% 8.0% 10% 5.6 / 8.1 6 / 7
US 258 - South of SR 1149 (Joe Nunn Road) 64% 60% 8.8% 9% 7.4 / 5.3 8 / 5
NC 58 - South of SR 1900 (Collier Loftin Road) 73% 65% 8.9% 9% 3.2 / 4.2 4 / 4
Kinston Bypass (R-2553) Traffic Forecast 26Technical Memorandum – November 7, 2016
7.0 TRAFFIC FORECASTS
The results of the traffic forecasts are shown in Appendix A – Traffic Forecasts. The traffic forecast sheetsinclude daily traffic volumes on roadway links, turn movement volumes, and other traffic factors. Thetrip assignment from the TransCAD travel demand model was a critical first step in estimating futurevolumes on roadways, but additional steps were required to verify and balance the counts.
7.1 No Build Alternatives
Results of No Build Alternatives are shown in Appendix A. A review and comparison of the existingand future No-Build projections is consistent with anticipated patterns. A steady increase in trafficvolumes is anticipated throughout the area and the major through movements increase at a higherpercentage than turn movements along the major corridors.
7.2 Build Alternatives
Year 2015 and year 2040 traffic forecast sheets are also included in Appendix A for each of the Buildalternatives.
A comparison of the alternatives indicates multiple trends including:
· Each of the bypass alternatives divert traffic from US 70. By 2040, the bypass alternativesresult in diversions between 12,000 vpd and 30,000 vpd.
· The Improve Existing US 70 alternative results in higher volumes of traffic on US 70 due toan increase in speed on some sections to 70 mph and the elimination of traffic signals. Inisolated sections, however, lower volumes are noted due to the closure of specific accesspoints and the inclusion of frontage roads for local access. However, since there is no majoralternative to US 70, the model results suggest that trips from other facilities would notsubstantially divert to use the improved US 70.
· The bypass alternatives are expected to carry between 20,000 and 30,000 vehicles per day(vpd) on the western section (west of US 58) and between 10,000 and 30,000 vpd on the easternsection by the year 2040. A significant portion of this traffic is being diverted from US 70. Inthese scenarios, the C.F. Harvey Parkway will serve as the primary access to the GTP fromthe existing US 70.
Note that volumes noted above are approximations. For specifics related to each alternative, refer to thetraffic forecasts shown in Appendix A.
Kinston Bypass (R-2553) Traffic Forecast 27Technical Memorandum – November 7, 2016
8.0 TRAFFIC ESTIMATES FOR SHALLOW BYPASS
As noted in Section 2.3.1, two forecasts were developed for the Alternative S-1 Shallow Bypass. Bothalternatives assumed that interchanges are located at all practical locations on the Shallow Bypassalignment. Recognizing that fewer interchanges (or a prioritized phasing of interchanges) may beconsidered, a series of AADT traffic estimates are also prepared and documented in Appendix C.
Six traffic estimates were developed as shown in Table 10. These estimates examine variations in AADTfor the Shallow Bypass alternatives with fewer interchanges. It is intended that these estimates canprovide additional insights into identifying preferred locations for interchanges on the Shallow Bypassalignment. It is recognized that due to the shorter length of the Shallow Bypass, interchange access maybe restricted by either traffic operations related to ramp spacing between interchanges as well as overlapbetween potential access routes for traffic to/from downtown Kinston.
Table 10. Scenarios for AADT Estimates with Shallow Bypass
Alternative S1 ShallowBypass
Interchange Locations Type ofForecast
2040AADT onWesternLink ofShallowBypass(vpd)
InterchangeVariation
# ofInterchanges
AUS 70West
BNC 11/55
CUS 258
DNC 58
EUS 70East
S Scenarios – Shallow Bypass with Full Access Interchange at US 70 East
S5 - ABCDE 5 X X X X XFormal
Forecast inAppendix A
29,000
S4-ABDE 4 X X X X Estimate inAppendix C 28,500
S4- ABCE 4 X X X X Estimate inAppendix C 28,800
S3- ABE 3 X X X Estimate inAppendix C
27,600
S2- AB 2 X XEstimate inAppendix C 17,000
P Scenarios – Shallow Bypass with No Access at US 70 East & Realigned US 70 into NC 58
P4 – ABCD 4 X X X XFormal
Forecast inAppendix A
30,600
P3 – ABD 3 X X X Estimate inAppendix C 29,000
P2 - AD 2 X X Estimate inAppendix C
19,400
Kinston Bypass (R-2553) Traffic Forecast 28Technical Memorandum – November 7, 2016
As part of the estimation process, a screenline analysis was conducted for each scenario. Multiplescreenlines were examined, with the two primary screenlines summarized in Table 11. As shown, thescreenlines for the Shallow Bypass alternatives with fewer interchanges are within 5 percent of theformal forecasts for the S5-ABCDE and P4-ABCD alternatives.
Table 11. Screenline Summary for Shallow Bypass Estimates
Roadway NoBuild
S5-ABCDE
S4-ABDE
S4-ABCE
S3-ABE
S2-AE
P4-ABCD
P3-ABD
P2-AD
Western Screenline – Near Mt. Vernon Park DriveUS 70 490 222 224 222 234 328 212 220 336
Bypass 0 290 286 288 276 170 306 290 194Total 490 512 510 510 510 498 518 510 530
Percent ofForecast
100% 100% 100% 97% 98% 102%
Eastern Screenline – Near Meadowbrook DriveUS 70 372 168 170 190 192 202 148 164 182
Bypass 0 200 198 178 176 170 216 202 194Total 372 368 368 368 368 372 364 366 376
Percent ofForecast 100% 100% 100% 101% 101% 103%
Notes:1. AADT volume shown in 100s to match the estimate format. (eg., 494 refers to 49,400 vpd)2. Full forecasts for S5 and P4 Shallow Bypass alternatives are shown in red text.
Review of the Appendix E traffic estimates yielded the following observations:
· In general, the greater the number of interchanges, the higher the traffic volumes on the ShallowBypass alignment. For the S scenarios, the AADT volume on the western segment range from17,000 vpd with 2 interchanges (i.e. the eastern and western tie-ins) to 29,000 vpd with 5interchanges. For the P scenarios, the AADT volume on the western segment range from 19,400vpd with 2 interchanges (i.e. the eastern and western tie-ins) to 30,600 vpd with 4 interchanges.
· The P scenarios are anticipated to carry slightly higher volumes than the S scenarios. The primaryreason is that trips between the western termini and the commercial area just west of US 258 tendto stay on the existing US 70 in the S scenarios (i.e. with US 70 existing remaining in place), butuse the Shallow Bypass in the P scenarios (i.e. with the existing US 70 diverted onto NC 58).
· Of the interior interchange locations (i.e. B, C, and D), an interchange at the NC 11/55 connection(i.e. B) results in the highest volume of vehicles on the proposed bypass. An interchange at this
Kinston Bypass (R-2553) Traffic Forecast 29Technical Memorandum – November 7, 2016
location serves the highest volume of vehicles. The primary movement for vehicles using thisinterchange are to/from the west.
· For the S scenarios (i.e. with an eastern tie-in at US 70), both the US 258 (C) and NC 58 (D)interchange locations have a minimal effect with the overall AADT only increasing byapproximately 1,200 vpd.
· For the P scenarios, the (D) NC 58 interchange location is required for connectivity. It also servesa higher volume of vehicles since traffic between downtown Kinston and US 70 to the east mustuse the NC 58 interchange. As with the S scenarios, the US 258 (C) interchange location has aminimal effect with the overall AADT only increasing by approximately 1,200 vpd.
· On the estimate for each scenario, the anticipated AADT volumes are illustrated for the existingUS 70 section. In general, the higher the volumes on the Shallow Bypass, the lower the volumesare on the existing US 70. A review of the estimates indicates that the lowest future AADTvolumes on the existing US 70 will occur on the section between NC 11 and the US 258intersections. At this location on the existing US 70, the AADT volumes vary from 7,800 vpd to11,200 vpd compared with 29,600 vpd in the 2040 No Build.
Note that these findings only present traffic forecasting results. Differences in congestion relief, land useimpacts, natural resource impacts, and construction costs all must be examined in determining thepreferred locations, number, and type of interchanges.
APPENDIX ATRAFFIC FORECASTS
A1 – Scenario 1 – 2015 Base Year Existing ConditionsA2 – Scenario 2 – 2015 Base Year Build Alternative 1 (Upgrade US 70)A3 – Scenario 3A - 2015 Base Year Build Alternative 1S-S5 (Shallow Bypass with 5interchanges)A4 – Scenario 3B – 2015 Base Year Build Alternative 1S-P4 (Shallow Bypass with 4interchanges & rerouting of existing US 17 to NC 58)A5 – Scenario 4 – 2015 Base Year Build Alternative 11A6 – Scenario 5 – 2015 Base Year Build Alternative 12A7 – Scenario 6 – 2015 Base Year Build Alternative 31A8 – Scenario 7 – 2015 Base Year Build Alternative 32A9 – Scenario 8 – 2015 Base Year Build Alternative 35A10 – Scenario 9 – 2015 Base Year Build Alternative 36A11 – Scenario 10 – 2015 Base Year Build Alternative 51A12 – Scenario 11 – 2015 Base Year Build Alternative 52A13 – Scenario 12 – 2015 Base Year Build Alternative 63A14 – Scenario 13 – 2015 Base Year Build Alternative 65A15 – Scenario 14 – 2040 Horizon Year No BuildA16 – Scenario 15 – 2040 Horizon Year Build Alternative 1 (Upgrade US 70)A17 – Scenario 16A - 2040 Horizon Year Build Alternative 1S-S5 (Shallow Bypasswith 5 interchanges)A18 – Scenario 16B – 2040 Horizon Year Build Alternative 1S-P4 (Shallow Bypasswith 4 interchanges & rerouting of existing US 17 to NC 58)A19 – Scenario 17 – 2040 Horizon Year Build Alternative 11A20 – Scenario 18 – 2040 Horizon Year Build Alternative 12A21 – Scenario 19 – 2040 Horizon Year Build Alternative 31A22 – Scenario 20 – 2040 Horizon Year Build Alternative 32A23 – Scenario 21 – 2040 Horizon Year Build Alternative 35A24 – Scenario 22 – 2040 Horizon Year Build Alternative 36A25 – Scenario 23 – 2040 Horizon Year Build Alternative 51A26 – Scenario 24 – 2040 Horizon Year Build Alternative 52A27 – Scenario 25 – 2040 Horizon Year Build Alternative 63A28 – Scenario 26 – 2040 Horizon Year Build Alternative 65
APPENDIX A2015 Scenarios
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
2015 AVERAGE ANNUALDAILY TRAFFIC
EXISTING CONDITIONSSHEET 1 OF 2
Scenario 1Base Year
903
SR 1603Washington
St
SR
1309Jenny
LindR
d
903SR 1002
HaroldSutton Rd
InnovationW
ay
SR
1334B
arwick
Station
RdS
R1327
JimS
uttonR
d
Match
LineA
258
SR
1324K
ennedyH
ome
Rd
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
Shopping
CenterD
r
Sussex
St
Pinelaw
nC
emetery
Dr
SR 2032Sanderson Way
SR 2021Smithfield Way
SR
2003Industrial
Dr
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR 1546Banks School Rd
A St
SandClay Rd
Walm
artDr
Sheffield
Dr
SR 1503Fields Station Rd
C.F.H
arveyP
kwy
Ruby
Tuesday
20
212 396
40 40
102
24
4
1
12
52
2248
199 199 203 223
11 15
197
21
14
2712
2
168 202
2618
16
326
104
482
140
48
56
40
26
3017
230
28
166 300254
63
198201 397
4
6
6
4
3
86
212
3111873
23 4
6
4
30
30
65
16
99
8 10
373
23
1
11
3022
2 20
125
1 12
1 1
91
2 14
213
17
5 1
5
22
11 37
159
22 2
7
5
94241-1-
12 36
3818
10 36
72131
1 3
42 22
1 2
206
8
18
6 24
6 14
11
1 1
3 5
91670
148
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
2015 AVERAGE ANNUALDAILY TRAFFIC
EXISTING CONDITIONSSHEET 2 OF 2
Scenario 1Base Year
SR 1139ClarencePotter Rd
55
11
58
SR 1341Tyree Rd
SR 1157N. Croom Bland Rd
58
Match
LineA
11
258
BUS
BUS70
SR 1158Leslie R. Stroud Rd
70
SR
1552H
illcrestRd
TrentonH
wy
LenoirCC
CentralAve
SR
1312Tilghm
anR
d
SR
1904W
haleyR
d
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
FergusonLn
SR 1383Mary
Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
70
SR
1262N
WestS
t
SR
1357M
eadowbrook
Dr
1
100
99
64
12
104
11
190 266 128
17
111
106
8
170
15 70
64
256 164 140 136
10114
34 18
48
126
30
101
1- 17
100
162 148 122400
73
20
16
6
6
1-
3
74
8
397
18
8
126
4
17
1
86
56
49
8
748
46 70
50
14
10
8
2
50
60
20
150
7161
158128
290
6
4
1618
1- 1-
74 1143
81 13
864
26 20
314
9
6
1217
98 11 13 5
310
5 4
91-
1- 8
15
1-
1
1-
1
14 4 5 1
13
5
2
11
6
3
1
13
4
2
11-
1-
8
4
182
14
2
15
2
6
2
26
1 1
44154
44
12
11 46 4
216
334
114
1-
1-
3
5
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SR 1603Washington St
903
C.F.H
arveyP
kwy
903
SR
1548H
illFarmR
d
Shopping
CenterD
r
Sussex
St
Pinelaw
nC
emetery
Dr
SR 2021Smithfield Way
SR
2003IndustrialD
r
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR
1327Jim
Sutton
Rd
SR 1503Fields Station Rd
Match
LineA
Service Rd
SR 1546Banks School Rd
258
A St
Sand Clay Rd
HaroldSutton Rd
ServiceRd
Ruby
Tuesday
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 1 OF 2
148
Scenario 2Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
70119
8 14
23
1
08
12 0
17
5 2
10
30
112318141816
11
2 4
281
1 1
11
36 4
11
4 2642
16
1111
38 14
34
8 244 6
4420
11
1- 1-
21 78
42
38
24
4
200 218
28
60
3
7
3
174
22
16
44
30
166
36
6
7 9
34
7
8
16
6
514
23 4
22
70
350
120
20
40
26
212
0
22
50
212
34
24
134
30
58
22
164
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
SR
1552H
illcrestRd
SR 1342Will Baker Rd
11
58
TrentonHwy
LenoirCC
58
SR
1262N
WestS
t
Match
LineA
BUS
BUS70
70
SR 1383Mary Beth Rd
SR 1157N. Croom Bland Rd
SR 1341Tyree Rd
SR 1161 GreenHaynes Rd
SR 1161Albritton Rd
SR 1900Collier Loftin Rd
SR 1351Old Asphalt Rd
ServiceRd Measley
Rd
Service Rd
25811
55
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 2 OF 2
Scenario 2Base Year
SR
1904W
haleyR
d
1243
83 26
874
42 29
1151432
122 18
1-
1
4
6
9
4
13
2
20420
4
36
1 1
76122
10
2
20
6
18
4
8
5
412
28 6
15
3
2
18
2
8
2
10 2
20
216 286
150
13018624
148
350 304
164
54
22
94
24
116
169 111
13
15
108108
8
10
26
10
17
19
111
2135
164 134
14
6
8 10
11
3
8
6
18
14
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Sussex
St
Match
LineA
Service Rd
258
A St
Sand Clay Rd
38222035
13
Sheffield
Dr
Match
LineB
SR
1334B
arwick
Station
Rd
Walm
artDr
SR 1603Washington St
SR 1503Fields Station Rd
HaroldSutton Rd
ServiceRd
SR
1327Jim
Sutton
Rd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR
2003IndustrialD
rSR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
119
8 14
23
1
17
5 2
2112
11
2 4
212
1- 1-
11
36 4
11
4 26
34
7 134 6
4420
11
1- 1-
3
388 14
2622
20 23
22
1 2
Ruby
Tuesday
C.F.H
arveyP
kwy
SR 2032Sanderson Way
2015 AVERAGE ANNUALDAILY TRAFFIC
Scenario 3ABase Year
42
38
24
4
200 215
28
3
7
3
174
22
16
44
22
166
36
6
7 9
30
7
8
16
6
514
23 4
22
206
2
36
52
41
174
74
167
63
68
44
60
180
190 207
6
32
22
32
26
4
3
70
SR
1548H
illFarmR
d
60
SR 2021Smithfield Way
148
70
52
20
2626
2 18
11
24 28
79
8 14
14
12
10
6
BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 1 OF 2
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
44
70
11
58
SR
1357M
eadowbrook
Dr
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
65 840
30 12
842
16 4
9
6
10
7
7
10
29139
3331
48 26
2126
47 11
5
2
13
13
14
MtV
ernonP
arkD
r
FergusonLn
Match
LineB
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1157N. Croom Bland Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
55258
11
104
SR 1341Tyree Rd
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
SR
1904W
haleyR
d
116
36
1 1
412
28 6
15
3
2
18
2
10 2
1-1
46
1210
53 20
138
11
711
7
5 314 4
611
SR
1552H
illcrestRd
11
7
2015 AVERAGE ANNUALDAILY TRAFFIC
Scenario 3ABase Year
180 160 119
48 118
160
108
21
207 98
148 18
81
18
76
158
91
17
89 72
18
15
26
19
8 8
16475 13477 64
78
208
8
155
7 100
8
10
11
111
2135
146
3
1018
9414585
8
17 7 1734
14
17
4
3
BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 2 OF 2
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
2015 AVERAGE ANNUALDAILY TRAFFIC
Scenario 3BBase Year
903
903
Sussex
St
Match
LineA
Service Rd
258
A St
Sand Clay Rd
31312435
13
Sheffield
Dr
Match
LineB
SR
1334B
arwick
Station
Rd
Walm
artDr
SR 1603Washington St
SR 1503Fields Station Rd
HaroldSutton Rd
ServiceRd
SR
1327Jim
Sutton
Rd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR
2003IndustrialD
r
14
12
10
6
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
119
8 14
23
1
17
5 2
2112
11
2 4
212
1- 1-
11
36 4
11
4 26
34
7 134 6
4420
11
1- 1-
3
388 14
2622
20 23
22
1 2
Ruby
Tuesday
C.F.H
arveyP
kwy
SR 2032Sanderson Way
42
38
24
4
200 215
28
3
7
3
174
22
16
44
22
166
36
6
7 9
30
7
8
16
6
514
23 4
22
196
2
32
52
41
180
74
173
63
68
44
62
196
196 197
6
28
22
32
26
4
3
70
SR
1548H
illFarmR
d
60
SR 2021Smithfield Way
148
70
8 14
79
11
26 26
52
20
2626
2 18
BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 1 OF 2
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
2015 AVERAGE ANNUALDAILY TRAFFIC
Scenario 3BBase Year
44
70
11
58
SR
1357M
eadowbrook
Dr
58
Match
LineA
BUS
BUS70
70
65 638
28 12
722
16 4
12
7
10
7
6
11
29139
3226
48 26
2531
47 8
5
2
16
10
MtV
ernonP
arkD
r
FergusonLn
Match
LineB
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1157N. Croom Bland Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
55258
11
SR 1341Tyree Rd
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
SR
1904W
haleyR
d
116
36
1 1
412
28 6
15
3
2
18
2
10 2
1-1
46
111210
128
10
7 11
611
SR
1552H
illcrestRd
61
11
196 180 135
40 98
160
102
23
197 88
152 18
91
22
150
158
103
17
101 152
18
19
26
19
8 8
164 134
80
198
11
155
7 100
10
11
111
2135
146
3
1018
106147147
8
7 17
14
17
BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 2 OF 2
164
TrentonH
wy
1921
30
1292
47
22 1-
19
49
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
Match
LineB
Walm
artDr
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 11SHEET 1 OF 2
SR 1603Washington St
SR 1503Fields Station Rd
HaroldSutton Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
DrS
R2003
IndustrialDr
Ruby
Tuesday
ServiceRd
SR
1327Jim
Sutton
Rd
Scenario 4Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
InnovationW
ay26
206
136
8
18
6 2298 22
227
66
228
2 4
363
52
20
22
1 2
136
73
119
8 14
1616
4 6
4420
42
200 218174166
703022
2 18
4023210186
63
2922
12 29
150 162120 1341436 11
20 32
52
20
8
30
16
6 14
26
20 28
30
108
4 10
27
48
65
5
22
24
22
44
23
1
17
5 2
716
23
22
11
2 4
11
4 24
26
34
7 9
8
6
4
11
1- 1-
3
16
14
32
261
1 1
34
4
3 28
7
5
11
36 4
38 6
60
6 24
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
SR
1262N
WestS
t
SR
1552H
illcrestRd
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
55
Match
LineB
Realignment
SR 1149Joe Nunn Rd
CentralAve
SR
1312Tilghm
anR
d
25811
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 11SHEET 2 OF 2
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
Scenario 4Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
612
18
4 2
2212 60 525860
72
112
72
4
6 66
6
12
9 2 1 1
2
10
12
48 44
15
3
1
8
4
46
2
116
48
68
4812
4118
70
6
844
16 12
1315
75 29 12 412 6
41470 146 140 92 72
10
90 80230 120228
18 110
121834
16
90
150
75 44154
6 4
160
108
76
72
136116
74
42816
44 246
1538
15
8
8
1042
34 16
124
50
54
52
85
3
14
10
8
2
26
1 1
4 61-
1
1-
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 12SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Ruby
Tuesday
Scenario 5Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
InnovationW
ay
SR
1548H
illFarmR
d
SR 2021Smithfield Way
26
206
136
8
18
6 2298 22
227
66
228
2 4
363
52
20
22
1 2
136
11
36 4
38 6
60
26
73
119
8 14
1616
4 6
4420
42
200 21817416670
3022
2 18
4023210186
63
2922
12 29
150 162120 1341436 11
20 32
5232
6 24
27
48
65
5
22
20
8
30
16
6 14
20 28
30
108
4 10
17
5 2
716
23
22
11
2 4
11
4 24
26
34
7 9
8
6
4
261
1 1
34
4
3 28
7
5
11
1- 1-
3
16
14
24
22
44
23
1
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
SR
1552H
illcrestRd
70
SR 1309Caswell Rd
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 12SHEET 2 OF 2
55
Match
LineB
Realignment
25811
SR
1262N
WestS
t
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
SR 1149Joe Nunn Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
Scenario 5Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
8 44
31448
3 210 4
18
11268
4
6 68
74
62 124
7
123
14
1042
34 16
844
16 12
1315
75 29 12 412 6
41470 146 140 92 72
10
90 80230 120228
18 110
12 1834
16
124 90
150
75 44154
6 4
1-
4
2
1
6
6
224
3
1
8
4
46
2116
48
4812
4118
70
160 108
78
74136
116
74
42816
44 247
1638
15
8
8
50
54
52
85
3
14
10
8
2
26
1 1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 31SHEET 1 OF 2
Match
LineB
Walm
artDr
2015
SR 1603Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 6Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
HaroldSutton Rd
SR
1334B
arwick
StationR
d
ServiceRd
101
1- 17
414 4720236
13 170 6
233110 234124148 138
128
400
88
11 18
52
2 52
2263
8
18 67
119
8 14
210
42
174166 122
17
72
40
1
7326
206 3022
4 18
11
13 39
3020
10 30
206128 184154
4
3
22
1 24 12
4820
20
8
30
16
6 14
26
14 30
30
115
1 11
27
48
65
5
22
24
22
44
23
1
17
5 2
716
23
22
12
1 2
9 9
5
5
415 811
36 6
38 8
62
32
1- 1-
4 5
15
20
72
13 2
4
4
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
SR
1262N
WestS
t
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 31SHEET 2 OF 2
11
Match
LineB
SR
1312Tilghm
anR
d
258
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
SR 1149Joe Nunn Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
MtV
ernonP
arkD
r
Scenario 6Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR 1161Green Haynes Rd
SR 1161Albritton Rd
55
Realignment
SR
1552H
illcrestRd
74
74
864
19 9
74 146
150
236 126234
88
8 44
12
75 44154 681315
75 29 12 412 6
414140 92 72
10
90 80
18 110
1834
16
6 4
513
18
4 2
2212 60 505860 112
6 68
6
12
9 2 1 1
2
4
130
1042
38 18
8
4
45
5
120
50
74128
12
116
4
2
62
160
104
78
114
66
38715
42 267
1534
14
40
6
48
8
8
50
54
52
85
3
10
12
15
6
14
10
8
2
26
1 1
3
1
4
4
641-
1
1-
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 32SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 7Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
InnovationW
ay
Ruby
Tuesday
SR
1334B
arwick
Station
Rd
ServiceRd
101
1- 17
414 4720236
13 170 6
233110 234124148 138
128
400
88
11 18
52
2 52
2263
8
18 67
119
8 14
210
42
174166 122
17
415 872
40
1
7326
206 3022
4 18
11
13 39
3020
10 30
206128 184154
4
3
22
1 24 12
4820
27
48
65
5
22
20
8
30
16
6 14
26
14 30
30
115
1 1124
22
44
23
1
17
5 2
716
23
12
1 2
9 9
5
5
11
36 6
38 8
62
22
32
1- 1-
4 5
15
20
72
13 2
4
4
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 32SHEET 2 OF 2
55
11
Match
LineB
Realignment
258
SR
1262N
WestS
t
SR
1313B
urkettRdSR 1149
Joe Nunn Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
Scenario 7Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR 1309Caswell Rd
SR
1552H
illcrestRd
864
19 9
3
1
8
4
45
5
120
50
74 146
150
236 126234
76
76
128
130
12
4116
4
2
62
88
160104
80
114
66
38715
42 268
1634
14
40
6
1042
38 18
8 44
12
75 44154 31448
3 211 3
18
11268
6 70
60 124
12
14
1315
75 29 12 412 6
414140 92 72
10
90 80
18 110
1834
16
6 4
48
8
8
50
54
52
85
3
14
10
8
2
26
1 1
6
6
224
4 7
3
1-
4
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 35SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 8Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
172
60
60
54 6
168
33
414 7424929
13 17
160 174190 180
11
8
18
17
38
206 3220
5 17
11
15 37
3520
10 35
22
1 2
91
3 13
119
8 14
42
174166 216
18
52
2 52
2263
9873 4
3
314 315264178 240200
3 15
5020
27
48
65
5
22
20
8
30
16
6 14
26
14 30
30
115
1 1124
22
44
23
1
17
5 2
716
23
22
12
1 2
9 9
5
5
7
7
1 6
34
414
74
11
36 8
38 10
64
42
1- 1-
4 6
16
22
44
148
26
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 35SHEET 2 OF 2
SR 1139ClarencePotter Rd
SR 1161 GreenHaynes Rd
55
11
Match
LineB
Bum
coatR
d
SR 1161Albritton Rd
SR 1157N. CroomBland Rd
CentralAve
SR 1341Tyree Rd
258
Service Rd
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
MtV
ernonP
arkD
r
Scenario 8Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR 1309Caswell Rd
SR
1552H
illcrestRd
864
39 11 12 6
1
1
5
4
1
1
8
6
3
1
108
1214
182
150
176 128
40
126 116
44
8
8
42
40
38
50
48
2
100
98
96108 104
44
22
46
56
52
60
40
36
18162
11
6
6
52
43
43
52
42
4 32
9
36
2
1010
6
39
14 8
24
53
1416
12 10
74
4
13
110
4
2
128318 208315
110
124
6
224
1143
67 19
314
3 2
18
112
6
8 44
44154 48
11 3
12
14
1315
75 29 12 4
414
10110
1834
16
6 4
46
4 4
14
10
8
2
26
1 1
4 7
3
1-
4
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 36SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 9Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
172
62
62
55 7
168 414 7424929
13 17
160 174190 180
11
8
18
17
38
206 3220
5 17
11
15 37
3520
10 35
22
1 2
91
3 13
119
8 14
42
174166 216
18
52
2 52
2263
9873 4
3
314 315264178 240200
3 15
5020
20
8
30
16
6 14
26
14 30
30
115
1 11
27
48
65
5
22
24
22
44
23
1
17
5 2
716
23
22
12
1 2
9 9
5
5
7
7
1 6
34
414
74
11
36 8
38 10
64
42
1- 1-
4 6
16
22
44 33
148
26
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
11
58
Match
LineA
BUS
BUS70
70
SR 1139ClarencePotter Rd
SR 1161 GreenHaynes Rd
55
11
Match
LineB
Bum
coatR
d
SR 1161Albritton Rd
SR 1157N. CroomBland Rd
CentralAve
SR 1341Tyree Rd
258
Service Rd
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
MtV
ernonP
arkD
r
SR
1552H
illcrestRd
70
TrentonH
wy
LenoirCC
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 36SHEET 2 OF 2
SR
1312Tilghm
anR
d
58
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
Scenario 9Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
38
38
414
18
4 2
1312 96 829294 112
4 34
6
12
9 2 1 1
2
4
864
39 11 12 6
1
1
5
4
1
1
8
6
3
1
108
1214
182
150
176 128
40
126 116
44
8
8
42
40
38
50
48
2
114
112
108 104
44
22
46
58
54
62
40
38
18162
11
6
6
53
44
44
53
43
9
10
6
210
14 8
24
44
316
8 17
74
4
13
110
4
2
128318 208315
110
1143
67 19
8 44
44154 1315
75 29 12 4
414
10110
1834
16
6 4
46
4 4
10
12
15
6
14
10
8
2
26
1 1
4
641-
1
1-
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 51SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 10Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
SR
1334B
arwick
Station
Rd
90
85 5
119
8 14
42
174166
42
1- 1-
4 6
16
414 7323828
14 16
278128 279142158 148
11 18
52
2 52
2263
8
18 96
140
17
3673
26
206 3220
6 16
11
13 39
3320
10 33
228144 206170
4
3
22
1 2
7
136216 91
3 133 15
5020
22
74
20
8
30
16
6 14
26
14 30
30
115
1 11
27
48
65
5
22
24
22
44
23
1
17
5 2
716
23
22
12
1 2
9 9
5
5
4147
1 6
34
11
36 8
38 10
64
44 33
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 51SHEET 2 OF 2
55
11
Match
LineB
SR
1312Tilghm
anR
d
258
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
Scenario 10Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR
1262N
WestS
t
SR
1552H
illcrestRd
SR 1341Tyree Rd
SR 1157N. CroomBland Rd
72
72
112
6 66
10
62
10
38
50
48
46
1042
62 14
864
39 11
92
150
282 172279
72
152
116
90
18
10
118
11
78
110
7
3
328
27
146
8
816
22
35
10 22
120
96
96
74
86
80
74
74
10 20
1 3
1-
1-
14
8 44
44154 681315
75 29 12 412 6
414140 92 72
10
90 80
18 110
1834
16
6 4
50
8
8
50
56
52
85
3
312
6 5
612
18
4 2
2260 525860
6
12
1 1
2
4
12
9 2
10
12
15
6
14
10
8
2
26
1 1
4
641-
1
1-
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 52SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 11Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
SR
1334B
arwick
Station
Rd
90
90
85 5
119
8 14
42
174166 414 7323828
14 16
278128 279142158 148
11 18
52
2 52
2263
8
18 96
140
17
3673
26
206 3220
6 16
11
13 39
3320
10 33
228144 206170
4
3
22
1 2
7
136
1 6
34216 91
3 133 15
502074
27
48
65
5
22
20
8
30
16
6 14
26
14 30
30
115
1 1124
22
44
23
1
17
5 2
716
23
22
12
1 2
9 9
5
5
4147
11
36 8
38 10
64
42
1- 1-
4 6
16
22
44 33
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
55
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 52SHEET 2 OF 2
11
Match
LineB
258
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
Central Ave
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
SR 1341Tyree Rd
MtV
ernonP
arkD
r
Scenario 11Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR 1309Caswell Rd
SR
1552H
illcrestRd
SR 1157N. CroomBland Rd
10
62
10
38
50
48
46
1042
62 14
864
39 11
92
150
282 172279
74
152
116
90
18
10
118
11
78
110
7
3
328
27
146
8
715
20
35
10 22
120
96
96
76
86
80
74
74
10 20
2 4
8 44
44154 31448
3 210 4
1811268
6 68
62 124
12
14
1315
75 29 12 412 6
414140 92 72
10
90 80
18 110
1834
16
6 4
74
50
8
8
50
56
52
85
3
312
6 5
14
10
8
2
26
1 1
6
6
224
3
1-
1-
1
4 7
3
1-
4
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 63SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 12Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
HaroldSutton Rd
SR
1334B
arwick
StationR
d
ServiceRd
540
86
140
54
101
1- 17
414 4022237
0 17
226122 227136150 140
86
11 18
52
2 52
2263
8
18 62
119
8 14
210
42
174166 124
17
12
1 2
9 9
5
5
76
1
7326
206 3022
6 16
11
16 36
3020
10 30
208140 190160
4
3
22
1 213 174 12
4820
27
48
65
5
22
20
8
30
16
6 14
26
14 30
30
115
1 1124
22
44
23
1
17
5 2
716
23
22
415 811
36 6
38 8
62
32
1- 1-
4 5
15
20
72
13 2
4
4
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 63SHEET 2 OF 2
55
11
Match
LineB
Realignment
258
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
SR 1149Joe Nunn Rd
MtV
ernonP
arkD
r
Scenario 12Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR 1309Caswell Rd
SR
1552H
illcrestRd
SR
1005
Old
US
70
864
15 13
66 146
150
230227
140
132 88
11
120 1042
40 18
614
46 248
1637
15
82
78
74
45
5
50
6
31448
3 210 4
18
11268
8 70
62 124
12
14
1315
75 29 12 412 6
414140 92 72
10
90 80
18 110
1834
16
6 4
78
8 44
44154
8
4
120
12
112
4
2
62
160
110
66
36
38
48
8
8
50
54
52
85
3
14
10
8
2
26
1 1
6
6
224
3
1
4
4 7
3
1-
4
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 65SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR
2003IndustrialD
r
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
Scenario 13Base Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
HaroldSutton Rd
SR
1334B
arwick
StationR
d
ServiceRd
540
86
140
54
101
1- 17
414 4022237
0 17
226122 227136150 140
86
11 18
52
2 52
2263
8
18 62
119
8 14
210
42
174166 124
1732
1- 1-
4 5
1513 2
4
4
76
1
7326
206 3022
6 16
11
16 36
3020
10 30
208140 190160
4
3
22
1 213 174 12
4820
20
72
20
8
30
16
6 14
26
14 30
30
115
1 11
27
48
65
5
22
24
22
44
23
1
17
5 2
716
23
22
12
1 2
9 9
5
5
415 811
36 6
38 8
62
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
SR
1262N
WestS
t
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2015 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 65SHEET 2 OF 2
Match
LineB
SR
1312Tilghm
anR
d
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1149Joe Nunn Rd
MtV
ernonP
arkD
r
Scenario 13Base Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR
1552H
illcrestRd
55
11
Realignment
258
SR 1161Green Haynes Rd
SR 1161Albritton Rd
76
146
150
230227
88
11
12074 681315
75 29 12 412 6
414140 92 72
10
90 80
18 110
1834
16
6 4
8 44
76
612
18
4 2
2212 60 525860 112
8 68
6
12
9 2 1 1
2
4
44154 864
15 13
66
132
1042
40 18
140 614
46 247
1537
15
80
76
45
5
50
110
120
112
62
160
110
66
48
8
8
50
54
52
85
3
10
12
36
38
8
4
12
15
6
14
10
8
2
26
1 1
3
1
4
6 4
2
4
641-
1
1-
1
APPENDIX A2040 Scenarios
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
SR 1603Washington
St
SR
1309Jenny
LindR
d
903SR 1002
HaroldSutton Rd
InnovationW
ay
SR
1334B
arwick
Station
RdS
R1327
JimS
uttonR
d
Match
LineA
258
SR
1324K
ennedyH
ome
Rd
22
32
390 490
4844
118
28
6
2
20
56
2656
384 385 390 410
14 28
382
41
24
3012
3
356 392
2832
18
430
120
896
158
52
70
56
30
40
20
336354 400362
74
310386 490
58
7
4
7
1215
15 20
404
26
2
12
3323
3 23
146
2 14
1 2
103
3 16
424
18
5 1
6
24
13 39
266
27 3
7
5
963611
15 41
4124
18 39
78732
1 5
53 22
2 2
228
10
20
14 26
7 15
11
1 1
10 9
1928 32470
52132
44 5
7
2040 AVERAGE ANNUALDAILY TRAFFIC
NO BUILD ALTERNATIVESHEET 1 OF 2
7
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
Shopping
CenterD
r
Sussex
St
Pinelaw
nC
emetery
Dr
SR 2021Smithfield Way
SR
2003Industrial
Dr
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR 1546Banks School Rd
A St
SandClay Rd
Walm
artDr
Sheffield
Dr
SR 1503Fields Station Rd
32
Scenario 14Horizon Year
82
70
14
Ruby
Tuesday
4
22
C.F.H
arveyP
kwy
94
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
SR 1139ClarencePotter Rd
55
11
58
SR 1341Tyree Rd
SR 1157N. Croom Bland Rd
58
Match
LineA
11
258
BUS
BUS70
SR 1158Leslie R. Stroud Rd
70
150
150
6
16
155
14
304 372 254
130
10
220
16 77
97
362 294 268 264
14124
44
1824
52
179
32
124
2 19
123
292 276494
81
24
18
7
7
2
4
92
11
490
22
9
248
6
18
2
94
62
54
8
852
51 88
66
95 1446
102 36
10215
39 20
10
6
2416
98 22 16 8
412
6 5
101
1 9
26
1
2
1
3
16 6 5 1
28
12
6
4
2
14
4
2
21
1
10
6
213
15
3
16
3
7
2
6
5
66158
55
1
1
34
13 48 6
66
67
25
188
8210
6
2
181
402
2040 AVERAGE ANNUALDAILY TRAFFIC
NO BUILD ALTERNATIVESHEET 2 OF 2
SR
1552H
illcrestRd
TrentonH
wy
LenoirCC
CentralAve
SR
1312Tilghm
anR
d
SR
1904W
haleyR
d
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
FergusonLn
SR 1383Mary
Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
337
115
8824 10
Scenario 14Horizon Year
420
206
70
SR
1262N
WestS
t
913
48
2 2
22
240
12
14
418
244
2
1 1
SR
1357M
eadowbrook
Dr
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SR 1603Washington St
903
C.F.H
arveyP
kwy
903
SR
1548H
illFarmR
d
Shopping
CenterD
r
Sussex
St
Pinelaw
nC
emetery
Dr
SR 2021Smithfield Way
SR
2003IndustrialD
r
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR
1327Jim
Sutton
Rd
SR 1503Fields Station Rd
Match
LineA
Service Rd
SR 1546Banks School Rd
258
A St
Sand Clay Rd
HaroldSutton Rd
ServiceRd
Ruby
Tuesday
1415
15 24
26
2
012
14 0
18
5 2
12
36
1204616702426
21
3 6
402
2 2
22
40 6
11
6 3854
24
1212
54 16
55
14 3010 10
5634
42
1 1
34 86
470
44
144
28
7
26
384 398
40
4
8 48
6
362
2836
18
344
60
44
86
354
60
344
54
10
8
40
12
48
10
12
26
144
8
36
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 1 OF 2
722
44 6
42
148
78
28
190
Scenario 15Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
96
70
30
0
8450
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
SR
1552H
illcrestRd
SR 1342Will Baker Rd
11
58
TrentonHwy
LenoirCC
58
SR
1262N
WestS
t
Match
LineA
BUS
BUS70
70
SR 1383Mary Beth Rd
SR 1157N. Croom Bland Rd
SR 1341Tyree Rd
SR 1161 GreenHaynes Rd
SR 1161Albritton Rd
SR 1900Collier Loftin Rd
SR 1351Old Asphalt Rd
ServiceRd Measley
Rd
1652
114 44
10214
54 30
4183030
124 34
14
4
16
2
224
22
4
48
2 2
88136
16
4
22
8
18
4
12
6
814
32 8
12
2424
316 380
24
240
192
16024026
16830
42
290470 422 260
16
10
10
208
12
14
4
70
14
22
84
26
110
218 130
18
20
124 98
Service Rd
26
4
2
24
4
25811
55
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 1(Upgrade US 70) SHEET 2 OF 2
10
8
20
Scenario 15Horizon Year
SR
1904W
haleyR
d
10
2
14
10 4
18
1
1
6
10
82 30
146
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Sussex
St
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
48343094
14
Sheffield
Dr
Match
LineB
SR
1334B
arwick
Station
Rd
Walm
artDr
2040 AVERAGE ANNUALDAILY TRAFFIC
SR 1603Washington St
SR 1503Fields Station Rd
HaroldSutton Rd
ServiceRd
SR
1327Jim
Sutton
Rd
222
40
196188
Shopping
CenterD
rP
inelawn
Cem
eteryD
r290
208 222
10
34
SR 1546Banks School Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd S
R1548
HillFarm
Rd
SR
2003IndustrialD
r
34
28
16
16
14
8
Scenario 16AHorizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
14
30
4448
24
10 14
14 18
3028
24 30
82144
4
22
2 2
4
Ruby
Tuesday
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
74
78
64
1415
15 24
26
2
18
5 2
2426
21
3 6
242
2 2
22
40 6
11
6 38
55
14 1410 10
5634
42
1 1
44
28
7
384 382
40
4
8
6
362
36
18
60
28
354
54
10
8 12
32
10
12
26
8
722
44 6
42
9650 84
3026
8 16
11
26 30
56
2 56
24
SR 2021Smithfield Way
BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 1 OF 2
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
55
70
11
58
SR
1357M
eadowbrook
Dr
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
104 1044
32 16
9612
22 16
10
6
10
8
8
10
46134
2442
54 12
6
2
24
12
15
MtV
ernonP
arkD
r
FergusonLn
Match
LineB
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1157N. Croom Bland Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
55
290 260 200
190
90 168
200
158222 140
168
84202
18
16
36
130132 272
68
228
11
198
8 124
25811
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 1S-S5(Shallow Bypass) SHEET 2 OF 2
170
SR 1341Tyree Rd
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
130166
Scenario 16AHorizon Year
SR
1904W
haleyR
d
715
48
2 2
1210
30 10
12
2424
240
3042
254
16
10
10 12
14
4
14
26
4
2
24
4
8
20
10 4
18
11
610
90
44
20
78
26
22
2212
58 22
161012
1012
8
82
106 4
2216 6
814
22
22
10
SR
1552H
illcrestRd
128
12414
8
10
22
4440
76 42
1227
20
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Sussex
St
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
Sheffield
Dr
Match
LineB
SR
1334B
arwick
Station
Rd
Walm
artDr
2040 AVERAGE ANNUALDAILY TRAFFIC
SR 1603Washington St
SR 1503Fields Station Rd
HaroldSutton Rd
ServiceRd
SR
1327Jim
Sutton
Rd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd S
R1548
HillFarm
Rd
SR
2003IndustrialD
r
Scenario 16BHorizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
Ruby
Tuesday
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
42423494
14
212
36
204194
306
212 212
10
30
34
28
16
16
14
8
306
14
30
4448
24
10 14
14 18
3128
24 31
84144
4
22
2 2
4
74
78
64
1415
15 24
26
2
18
5 2
2426
21
3 6
242
2 2
22
40 6
11
6 38
55
14 1410 10
5634
42
1 1
44
28
7
384 382
40
4
8
6
362
36
18
60
28
354
54
10
8 12
32
10
12
26
8
722
44 6
42
50
2927
9 15
11
28 28
56
2 56
24
8496
SR 2021Smithfield Way
BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 1 OF 2
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
11
58
SR
1357M
eadowbrook
Dr
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
MtV
ernonP
arkD
r
FergusonLn
Match
LineB
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1157N. Croom Bland Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
55258
11
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 1S-P4(Shallow Bypass) SHEET 2 OF 2
SR 1341Tyree Rd
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
Scenario 16BHorizon Year
SR
1904W
haleyR
d
SR
1552H
illcrestRd
55
104 842
30 16
8412
22 16
12
4
10
8
7
11
46134
3648
62 10
6
2
26
10
306 280 216
272
82 148
200
138212 130
172
94202
18
16
36
2529 272
70
218
14
198
8 124
272142168
715
48
2 2
1210
30 10
12
2424
240
3042
254
16
10
10 12
14
4
14
26
4
2
24
4
8
20
10 4
18
11
610
150
39
20
158
28
26
73221
33
141410
169
11
156
44 1-
2216 6
814
25
22
10
140
13680
20
24
20
4840
76 42
54
172
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
Match
LineB
Walm
artDr
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 11SHEET 1 OF 2
Service RdSR 1603
Washington St
SR 1503Fields Station Rd
HaroldSutton Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
DrS
R2003
IndustrialDr
Ruby
Tuesday
ServiceRd
SR
1327Jim
Sutton
Rd
Scenario 17Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
InnovationW
ay30
228
7 15
248
22 30
22
32
10
20
3224
6 18
513311
22 34
3528
20 358 30190 39
278260206 240218170 278184
56
2 4
4
1415
15 24
384 390
12 26
362
60
354
26 74
56
24
84
22
2 2
248
25942028
10 10
5634
18
5 2
22
40 6
50
44
818
10
44
42
84
26
2
342
2 2
55
42
1 128
7
4 6
36
10
722
1110
6 11
32
28
32
38
21
3 6
11
6 36
8 12
12
8
6
82
6
24
52
70
14
96
42
38
38
52
138
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
1014
SR
1262N
WestS
t
24
SR
1552H
illcrestRd
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
55
Match
LineB
Realignment
SR 1149Joe Nunn Rd
CentralAve
SR
1312Tilghm
anR
d
35
4 2
4643122 114128 118120
160
240
25811
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 11SHEET 2 OF 2
160
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
10
17 143
6
18
Scenario 17Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
12 5 1 1
2
14
16
7 9
48
2 2
12
14
418
1
2
1
3
8
10 55
4
2
10
6
50
2
150
52
9
5516
6138
88
1246
42 26
9616
32 12
2216
80 34 14 616 6
616140 200 190 150 130
14
148 138282 190278
22 120
142244
20
150 120
188
95 64156
8 6
19856
62
208
162
160
248136
92
46817
59 287
1753
17
8
9
6
3
59
8
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
30
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 12SHEET 1 OF 2
Match
LineB
Walm
artDr
228
7 15
248
SR 1603Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
22
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
30
Sussex
St
Sheffield
Dr
22
SR
2003IndustrialD
r
32
Ruby
Tuesday
10
20
Scenario 18Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
3224
6 18
513311
22 34
3528
20 358 30190 39
278260206
138
240218170 278184
56
2 4
4
1415
15 24
384 390
42
12 26
362
60
354
26 74
56
24
84
22
2 2
248
25942028
10 10
5634
18
5 2
22
40 6
50
44
818
10
44
42
84
26
2
342
2 2
55
42
1 128
7
4 6
36
38
10
722
1110
6 11
32
28
32
38
21
3 6
11
6 36
38
52
8 12
12
8
6
82
6
24
52
70
14
InnovationW
ay
SR
1548H
illFarmR
d
SR 2021Smithfield Way
96
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
10 55
SR
1552H
illcrestRd
70
SR 1309Caswell Rd
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 12SHEET 2 OF 2
55
Match
LineB
Realignment
41859
4
2
10
6
50
2
4 411 7
150
52
24
240126
9
55
7
14 146
160
122 254
25811
9
SR
1262N
WestS
t
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
SR 1149Joe Nunn Rd
CentralAve
16
6
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Albritton Rd
138
MtV
ernonP
arkD
r
88
144
18
Scenario 18Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
1246
42 26
9616
32 12
2216
80 34 14 616 6
616140 200 190 150 130
14
148 138282 190278
22 120
14 2244
20
150 120
188
95 64156
8 6
19856
62
208
162
160248
136
92
46817
59 287
1753
17
48
2 2
12
14
418
8
9
6
3
59
1
5
2
1
8
10
24
6
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 31SHEET 1 OF 2
Match
LineB
Walm
artDr
2040
SR 1603Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 19Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
228725 573121
13 43
780
0 11
600
17 24182
147
2 14
6
247 15
10
20
22
2 2
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
282256171 230200150 282164230 212
242
14 32
56
3
74
32 88
210
20
22
27
41
32
22
3052
14 22
30
60
4
4
HaroldSutton Rd
SR
1334B
arwick
StationR
d
ServiceRd
60 30
28 4 8
36 242
7
7
44
818
14
44
42
88
10 10
6
6
4 8
100
1
82
70
26
2
62
1 1
16
18
5 2
22
40 10
13
1 3
51
50
1415
15 24
392362354
10 14
6034 113
4 16
3323
5 21
56
26
3726
18 37
136
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
SR
1262N
WestS
t
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 31SHEET 2 OF 2
11
Match
LineB
SR
1312Tilghm
anR
d
62
258
162
206
164
162
242
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
SR 1149Joe Nunn Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
144
MtV
ernonP
arkD
r
82
40
Scenario 19Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
18
46122 120
10
162
240
18 1444 2
6
14
16516
50 258
1650
16
48
2 2
12
14
418
55
8
9
4
2
6146
10
6
16SR 1161Green Haynes Rd
SR 1161Albritton Rd
7855
Realignment
48
5
53
155
19856
59
96
3
41
4
3
7
114118
2
SR
1552H
illcrestRd
8
1014
24
1 1
55
9517
32 10
2216
80 34 8 6 14 616 6
616144 200
188
190 150
14
148 138286 194282 130
22164 120
14
118
44
20
95
10
22
64156 1246
49 33
35 128 43
12 5
8
7 91
2
1
3
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 32SHEET 1 OF 2
Match
LineB
Walm
artDr
3323
5 21
113
4 16
725 573111
14 42
3726
18 37
780 228
16 240 11
282256172 230200150 282164230 212
242
600
182
SR 1603Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
14 32
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
56
2
SR 1546Banks School Rd
56
26S
ussexS
t
Sheffield
Dr
74
SR
2003IndustrialD
r
32
10
20 88
Scenario 20Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
1415
15 24
392
50
362354 210
20
10 14
6034
60 30
26
2
62
1 128 4 8
36 2416 2
7
7
18
5 2
22
40 10
44
818
14
44
42
88
13
1 3
10 10
6
6
514 8
22
28
40136
2 13
32
22
3052
14 6
247 15
22
2 2
22
SR
1548H
illFarmR
d
SR 2021Smithfield Way
InnovationW
ay30
60
Ruby
Tuesday
4
4
100
SR
1334B
arwick
StationR
d
ServiceRd
1
82
70
136
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
418
4 4
55
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 32SHEET 2 OF 2
55
11
Match
LineB
Realignment
9517
32 10
2216
80 34 8 6 14 6
59
16 6
4
2
10
6
48
5
616
155
53
144 200
188
190 150
14
148 138286 194282
162
130 126
258
15 147
162
122
242
SR
1262N
WestS
t
SR
1313B
urkettRd
22164 120
SR 1149Joe Nunn Rd
CentralAve
16
6
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
146
MtV
ernonP
arkD
r
14
4
3
78
118
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
44
11 7
1820
Scenario 20Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
19856
62
206
164
144
82
40516
50 258
1650
16
48
2 2
12
14
418
41
759
96
3
55
8
9
95 240254
SR 1309Caswell Rd
10
SR
1552H
illcrestRd
2214
24
8
10
246
64156 1246
49 33
7 9
4
1
5
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 35SHEET 1 OF 2
Match
LineB
Walm
artDr
3620
3 23
923 822811
16 40
4026
19 39
1288 370316222 280246200 370214276290270
134
134
SR 1603Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
32
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
56
2
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
74
SR
2003IndustrialD
r
4
110
Scenario 21Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
228
128 6
270
3 7
14
20
16 24
22
2 2
40
10
20
22
28
136
2 13
32
32
22
6
247 15
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
Tuesday
4
InnovationW
ay30
52
82
70
10
7
37
10
1415
15 24
392
50
362354
9 15
5834
60 29
26
2
52
1 128 4 7
36 24
18
5 1
22
40 8
44
718
12
44
41
8597
13
1 3
10 10
6
6
516
56
26
3014 22
113
4 16
52 10
100
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
55
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 35SHEET 2 OF 2
SR 1139ClarencePotter Rd
SR 1161 GreenHaynes Rd
55
11
Match
LineB
Bum
coatR
d
SR 1161Albritton Rd
SR 1157N. CroomBland Rd
CentralAve
SR 1341Tyree Rd
258
8716
31 10 8 6 14 616 6
1
1
6
4
1
1
10
8
616
3
1
Service Rd
142
1618
250
190
240 200
14
46
198 188
48
8
9
44
46
44
58
56
2
146
144
172180 176
44
65
22
51
124
128
134
108
104
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
22204 120
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
MtV
ernonP
arkD
r
14
8
8
64
54
54
64
52
11 93
10
20
Scenario 21Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
11 7
18
104
4
1216
10
412
20 8
24
64
1416
14 20
95
4
13
66
8 6
140
4
2
SR 1309Caswell Rd
10
SR
1552H
illcrestRd
1422
200374 282370
128
48
2 2
254
12
14
418
418
4 4
24
8
10
246
24064156 591248
85 39
2216
80 34
7 9
4
1
5
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 36SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 22Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
923 11
16 40
1288 370222200 370214276290270
136
136
32
56
2
74 4
228
129 7
270
14
20
16 24
22
2 2
40
10
20
22
28
136
2 13
32
32
22
6
247 15
430
52
82
70
52
10
7 10
10
1415
15 24
392
50
362354
9 15
5834
60 29
26
2
52
1 128 4 7
36 24
18
5 1
22
40 8
44
718
12
44
41
8597
13
1 3
10 10
6
6
516
56
26
3014 22
113
4 16
3620
3 23
82284026
19 39
316280246
110
3 7
37
100
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
11
58
Match
LineA
BUS
BUS70
70
SR 1139ClarencePotter Rd
SR 1161 GreenHaynes Rd
55
11
Match
LineB
Bum
coatR
d
SR 1161Albritton Rd
SR 1157N. CroomBland Rd
CentralAve
SR 1341Tyree Rd
258
Service Rd
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
MtV
ernonP
arkD
r
SR
1552H
illcrestRd
2
70
TrentonH
wy
LenoirCC
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 36SHEET 2 OF 2
SR
1312Tilghm
anR
d
4 2
46
1416
14 20
16
10142
164168170 240
58
512
20 9
48
44
58
34
65
130112
110
110
110
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
146
10
17 93
6
Scenario 22Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
172
14
16
48
2 2
12
14
418
448
96
5
22
51
64
52
1014
22
1 1
55
1248
85 39
8716
31 10 8 6 14 616 6
616250
190
240 200
14
198 188 180 176
48
22204 120
14
20
95
10
22
200374 282370
128
1
1
6
4
1
1
10
8
3
1
1618
46
46
56
2
144
8
8 54
54
64
10
4
13
66
8 6
140
4
2
13
18
8
26 53
12 6
8
64156 2216
80 34
7 91
2
1
3
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
C.F.H
arveyP
kwy
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 51SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
SR
2003IndustrialD
r
Scenario 23Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay188
180 8
923 802611
13 43
1288 320266
10
166 230196150 320164226240220
7
32
56
2 56
2674
106
228
20
220
3 7
37
19 21
40
22
2 2
10
10
20
21
29
136
2 14
32
32
22
30146
24
22
430
100
52
4
82
70
1415
15 24
392
50
362354
9 15
5834
60 29
26
2
52
1 128 4 7
36 24
18
5 1
22
40 8
44
718
12
44
41
8597
13
1 3
10 10
6
6
51614
113
4 16
7 15
3620
3 23
3925
18 38
SR
1334B
arwick
Station
Rd
52 10
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 51SHEET 2 OF 2
55
11
Match
LineB
SR
1312Tilghm
anR
d
258
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
MtV
ernonP
arkD
r
Scenario 23Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
SR
1262N
WestS
t
SR
1552H
illcrestRd
14
6
46
60
57
1
162
314
7 6
158
188
32
13
150
85
7
6
329
214
8
820
16
36
14 23
162
134
184
164
178
82
86
5
13 25
56
62
55
9
59
96
3
8
162
162
14
16SR 1341Tyree Rd
SR 1157N. CroomBland Rd
55
1248
80 34
8716
31 10 16 6
150
190
324 232320
22194
14
128
3564156
14 6
14
148 138 130
20
20095
10
8
2216
80 34
190 150
120
44
8 6
240
18 144
48
2 2
114
2
12
14
418
18
46122 120
10
4 2
6
118
56
616
22
1014
24
1 1
128 43
12 5
8
4
1-
1-
1
7 91
2
1
3
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
188
188
180 8
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
HaroldSutton Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 52SHEET 1 OF 2
Match
LineB
Walm
artDr
3620
3 23
923 11
13 43
1288 320266
10
166 230196150 320164226240220
7
SR 1603Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
32
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
56
2
SR 1546Banks School Rd
56
26S
ussexS
t
Sheffield
Dr
74
SR
2003IndustrialD
r
Scenario 24Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
228
20
220
3 7
37
19 21
40
22
2 2
10
10
20
21
29
136
2 14
32
32
22
30146
24
22
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
Tuesday
4
InnovationW
ay30
52
4
82
70
1415
15 24
392
50
362354
9 15
5834
60 29
26
2
52
1 128 4 7
36 24
18
5 1
22
40 8
44
718
12
44
41
8597
13
1 3
10 10
6
6
51614
113
4 16
7 15
3925
18 38
SR
1334B
arwick
Station
Rd
8026
106
52 10
100
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
55
14
6
46
60
57
56
55
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 52SHEET 2 OF 2
11
Match
LineB
1248
80 34
8716
31 10 16 6
150
190
324 232320
162
162
258
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
22194
Central Ave
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
314
7 6
158
188
32
13SR 1161Green Haynes Rd
SR 1161Albritton Rd
SR 1341Tyree Rd
150
MtV
ernonP
arkD
r
14
85
128
7
6
329
214
Scenario 24Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
5964156
14 6
14
148 138 130
20
200 126
15 147
122
11 7
18
8
820
16
36
14 23
162
134
184
164
178
82
86
48
2 2
95 254
13 25
56
62
55
9
59
96
3
8
SR 1309Caswell Rd
10
SR
1552H
illcrestRd
14
12
14
418
2216
80 34
190 150
120
44
8 6
418
4 4
24
8
10
24
6
240
SR 1157N. CroomBland Rd
2 4
1-
1-
15
616
22
7 9
4
1
5
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
10
20
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 63SHEET 1 OF 2
Match
LineB
Walm
artDr
11
18 38
480
0 22
740
184 234204162 176216
182
256
74
SR 1603Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
56
2
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
74
SR
2003IndustrialD
r
Scenario 25Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
228
182
230
14
210
20
1125
36
5234 274256 274
56
26
86
16 24
22
2 2
22
28
40136
2 13
32
32
22
3014 6
247 15
22
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
Tuesday
4
InnovationW
ay30
52
4
HaroldSutton Rd
SR
1334B
arwick
StationR
d
ServiceRd
82
70
50
60 30
26
2
62
1 128 4 8
36 2416 2
7
7
18
5 2
22
40 10
44
818
14
44
42
88
13
1 3
10 10
6
6
514 8
100
1
1415
15 24
392362354
10 14
6034 113
4 16
3224
6 20
3726
18 37
136
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
55
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 63SHEET 2 OF 2
55
11
Match
LineB
Realignment
9816
31 13 16 6
136 200
188
278274
258
162
256
SR
1262N
WestS
t
SR
1313B
urkettRd
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
22154
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1161Green Haynes Rd
SR 1161Albritton Rd
SR 1149Joe Nunn Rd
MtV
ernonP
arkD
r
118
Scenario 25Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
14
186
14 6
14
148 138 130 126 240122 254
11 7
1820
15 147
1248
44 30
517
59 258
1653
17
136
56
62164
16238
82
55
8
9
95
10
6
48
5155
53
16
78
198
4
2
138
4
3
39
759
96
3
6
SR 1309Caswell Rd
10
SR
1552H
illcrestRd
SR
1005
Old
US
70
59616
2214
2216
80 34
190 150
120
44
418
4 4
48
2 2
12
14
418
24
8
10
24
6
64156
8 6
7 9
4
1
5
2
1
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
903
903
Match
LineA
Service Rd
258
A St
70
Sand Clay Rd
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 65SHEET 1 OF 2
Match
LineB
Walm
artDrSR 1603
Washington St
SR 1503Fields Station Rd
ServiceRd
SR
1327Jim
Sutton
Rd
SR
1519E
asonR
d
SR
1546B
anksS
choolRd
SR
2003IndustrialD
r
Shopping
CenterD
rP
inelawn
Cem
eteryD
r
SR 1546Banks School Rd
Sussex
St
Sheffield
Dr
Scenario 26Horizon Year
SR
1309Jenny
LindR
d
SR
1690W
illieM
easleyR
d
SR
1522A
lbertS
uggR
d
SR
1548H
illFarmR
d
SR 2021Smithfield Way
Ruby
TuesdayInnovationW
ay
HaroldSutton Rd
SR
1334B
arwick
StationR
d
ServiceRd
184 234204162 176216
182
256
74 56
2
74
230
14
210
20
36
22
28
40
32
32
22
3014 22
430
52
4
82
70
50
60 30
28 4 8
36 242
7
7
44
818
14
44
42
88
10 10
6
6
4 8
100
1
392362354
10
20
11
18 38
480
0 22
740
228
182
1125
16 24
22
2 2
136
2 13
6
247 15
26
2
62
1 1
16
18
5 2
22
40 10
13
1 3
51
1415
15 24 10 14
6034 113
4 16
274 274
56
26
3726
18 37
2563224
6 20
5234
86136
C.F.H
arveyP
kwy
148
SR 2032Sanderson Way
( d, t )PM
DK
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
N
NOT TO SCALE
COUNTY: LenoirTIP: R-2553
DATE: November 7, 2016
PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2WBS: 34460L E G E N D
LOCATION MAP
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture InterchangeExisting Interchange
SR
1262N
WestS
t
70
11
58
TrentonH
wy
LenoirCC
58
Match
LineA
BUS
BUS70
70
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE 65SHEET 2 OF 2
Match
LineB
SR
1312Tilghm
anR
d
SR
1313B
urkettRd
162
162
SR 1342Will Baker Rd
SR 1900Collier Loftin Rd
CentralAve
FergusonLn
SR 1383Mary Beth Rd
SR 1351Old Asphalt Rd
SR 1149Joe Nunn Rd
MtV
ernonP
arkD
r
Scenario 26Horizon Year
SR
1904W
haleyR
d
SR
1357M
eadowbrook
Dr
240
18 144
14
16
48
2 2
114
2
SR
1552H
illcrestRd
55
11
Realignment
258
SR 1161Green Haynes Rd
SR 1161Albritton Rd
12
14
418
256 517
59 258
1653
17
136
56
62164
16238
82
55
8
9
10
6
48
5155
53
16
78
198
4
2
138
4
3
39
759
96
3
6
210
55
9816
31 13 16 6
136 200
188
278274
22154 118
14
186
14 614
148 138 130
20
1248
44 30
95
10
35616
228
2216
80 34
190 150
120
44
64156
8 6
18
46122 120
10
4 2
6
118 1014
24
1 1
128 43
12 5
8
7 91
2
1
3
APPENDIX BFORECAST DOCUMENTATION TABLES
· B1 – Data Collection· B2 – Historical AADTs· B3 – Growth Rate· B4 – Past Forecasts· B5 – Design Factors
Location Key Map # Count Type Date(s) County ATR Group
Seasonal Adjustment
Factor
2015 AADT
US 70 West of Barwick Station Rd 101 48 hr Count April 28,29,30, 2015 Lenoir 2 1.09,1.08,1.02 20,600
US 70 West of Pinelawn Cemetery Dr 102 48 hr Count May 12,13,14, 2015 Lenoir 2 1.02,1.03,0.97 22,400
US 70 West of US 70 Business at Hillcrest Road 103 48 hr Count May 12,13,14, 2015 Lenoir 2 1.02,1.03,0.97 36,700
US 70 West of NC 11 104 48 hr Count May 5,6,7, 2015 Lenoir 2 1.02,1.03,0.97 26,800
US 70 East of Lenoir CC 105 48 hr Count May 12,13,14, 2015 Lenoir 2 1.02,1.03,0.97 14,800
US 70 East of Burkett Road 106 48 hr Count May 5,6,7, 2015 Jones 2 1.02,1.03,0.97 11,000
C.F. Harvey Parkway North of US 70 100 48 hr Count May 13,14,15, 2015 Lenoir 2 1.03,0.97,0.83 2,800
NC 11/55 North of NC 11 and NC 55 Merge 107 48 hr Count May 5,6,7, 2015 Lenoir 2 1.02,1.03,0.97 12,500
US 258 South of Joe Nunn Road 108 48 hr Count May 5,6,7, 2015 Lenoir 2 1.02,1.03,0.97 7,100
NC 58 South of Collier Loftin Road 109 48 hr Count April 28,29,30, 2015 Lenoir 2 1.09,1.08,1.02 7,000
Kennedy Home Road South of US 70 110 48 hr Count April 15,16,17, 2015 Lenoir 1 0.98,0.95,0.87 1,400
Kennedy Home Road South of Barrus Rd 111 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 1,500
Innovation Way North of US 70 112 48 hr Count April 15,16,17, 2015 Lenoir 1 0.98,0.95,0.87 2,400
Elijah Loftin Road East of Whaley Road 113 48 hr Count April 28,29,30, 2015 Lenoir 1 1.09,1.08,1.02 600
Cobb Road North of Elijah Loftin Road 114 48 hr Count April 28,29,30, 2015 Lenoir 1 1.09,1.08,1.02 600
Alexander Rouse Road West of Parker Fork Road 115 48 hr Count April 28,29,30, 2015 Lenoir 1 1.09,1.08,1.02 200
Clarence Potter Road West of US 258 147 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 100
Lenoir Community College Exit, East of NC 58 148 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 1,900
Lenoir Community College Entrance, East of NC 58 149 48 hr Count April 20,21,22, 2015 Lenoir 1 1.01,0.99,0.98 1,300
Sanderson Way East of Industrial Way 166 48 hr Count April 16,17,18, 2015 Lenoir 1 1.02,0.88 2,300
Leslie Stroud Road West of NC 11 176 48 hr Count April 21,22,23, 2015 Lenoir 1 0.99,0.98,0.95 300
Total 21
B1. DATA COLLECTION TABLE - Tube Count
Appendix B Page 1 of 7 B1. Tube Counts
Location Key Map # Count Type Date County
US 70 WB Ramps at NC 903 1A 13 hour TMC April 14, 2015 Lenoir
US 70 EB Ramps at NC 903 1B 13 hour TMC April 14, 2015 Lenoir
US 70 at SR 1603 Washington Street 2 13 hour TMC April 15, 2015 Lenoir
US 70 at Jim Sutton Rd/Willie Measley Rd 3 13 hour TMC April 15, 2015 Lenoir
US 70 at SR 1334 Barwick Station Road 5 13 hour TMC April 15, 2015 Lenoir
US 70 at SR 1519 Eason Rd/SR 1324 Kennedy Home Rd 8 13 hour TMC April 17, 2015 Lenoir
US 70 at SR 1546 Bank School Rd 9 13 hour TMC April 17, 2015 Lenoir
Sanderson Way at SR 2003 Industrial Dr 11 13 hour TMC April 16, 2015 Lenoir
US 70 at Pinelawn Cementary Dr/Shopping Center Dr 13 13 hour TMC April 20, 2015 Lenoir
US 70 at SR 1548 Hill Fram Rd/Sussex St 14 13 hour TMC April 21, 2015 Lenoir
US 70 at Walmart Dr/Sheffield Dr 15 13 hour TMC April 22, 2015 Lenoir
US 70 at US 258 North 16 13 hour TMC April 22, 2015 Lenoir
US 70 at Mt Vernon 17 13 hour TMC April 23, 2015 Lenoir
US 70 - US 258 BUS at Hillcrest Rd 20 13 hour TMC April 17, 2015 Lenoir
US 70 at NC 55/11 21 13 hour TMC April 24, 2015 Lenoir
US 70 at US 70 BUS / US 258 22 13 hour TMC May 6, 2015 Lenoir
US 70 at NC 58/Trenton Rd 24 13 hour TMC May 5, 2015 Lenoir
US 70 at Lenoir CC 25 13 hour TMC* May 6, 2015 Lenoir
US 70 at SR 1804 Neuse Rd 26 13 hour TMC May 7, 2015 Lenoir
US 70 at SR 1903 Whaley Rd 27 13 hour TMC April 28, 2015 Lenoir
US 70 at SR 1309 Caswell Rd/SR 1002 Wyse Fork Rd 29 13 hour TMC May 8, 2015 Jones
US 70 at Old Dover Rd 32 13 hour TMC May 8, 2015 Jones
NC 903 at SR 1324 Jenny Lind Rd 33 13 hour TMC April 14, 2015 Lenoir
SR 1334 Barwick Station Rd / SR 1330 Harold Sutton 34 13 hour TMC April 16, 2015 Lenoir
SR 1690 Willie Measley Rd / SR 1603 Field Station Rd 35 13 hour TMC April 15, 2015 Lenoir
SR 1548 Hill Farm Rd / SR 2021 Parrot Dickerson Rd 36 13 hour TMC April 21, 2015 Lenoir
NC 11/55 at SR 1341 Tyree Rd 40 13 hour TMC April 24, 2015 Lenoir
NC 11 at SR 1161 Green Haynes Rd / SR 1161 Albritton Rd 41 13 hour TMC May 5, 2015 Lenoir
US 258 at SR 1900 Collier Loftin Rd / Ferguson Ln 45 13 hour TMC April 28, 2015 Lenoir
NC 58 at SR 1342 Will Baker Rd 51 13 hour TMC May 6, 2015 Lenoir
SR 1821 British Rd at SR 1309 Caswell Rd 54 13 hour TMC May 8, 2015 Jones
SR 1548 Hill Farm Rd at SR 1546 Banks School Rd 62 13 hour TMC April 22, 2015 Lenoir
US 70 EB Left -U- East Sanderson 66B 13 hour TMC* April 16, 2015 Lenoir
US 258 at SR 1546 Banks School Rd 67 13 hour TMC April 23, 2015 Lenoir
US 70 at SR 1552 Hillcrest Rd 92 13 hour TMC April 23, 2015 Lenoir
US 258 at Road A 98 13 hour TMC April 24, 2015 Lenoir
Total 36* Turns only, throughs not counted
B1. DATA COLLECTION TABLE - Turn Movement Count
Appendix B Page 2 of 7 B1. TMCs
Project Count
Base Yr Forecast
1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2015a US 70 - East to West
5300047 US 70 West of NC 903 12,000 13,900 13,900 13,000 14,000 16,000 19,000 16,000 16,000 16,000 16,000 16,000 16,000 16,000 16,000 16,000 17,000 17,000 18,000 16,000 16,000 16,6005300092 US 70 West of Washington Street 12,100 13,500 14,300 12,100 14,000 16,000 16,000 16,000 16,000 16,000 16,000 17,000 16,000 16,000 16,000 16,000 17,000 17,000 18,000 17,000 18,000 19,400 16,8005300089 US 70 East of Jim Sutton Road / Measley Road 15,600 16,700 16,600 17,100 17,000 19,000 17,000 18,000 18,000 19,000 18,000 20,000 19,000 19,000 20,000 18,000 19,000 19,000 23,000 19,000 20,600 19,7005300048 US 70 East of Albert Sugg Road 13,600 15,200 16,000 16,900 17,000 18,000 18,000 18,000 20,000 18,000 19,000 19,000 18,000 18,000 19,000 17,000 18,000 18,000 20,000 18,000 19,000 - 20,1005300049 US 70 West of Hill Farm Road 18,000 18,600 19,300 20,000 20,000 21,000 23,000 21,000 23,000 22,000 22,000 23,000 20,000 22,000 23,000 24,000 23,000 27,900 25,4005300034 US 70 West of US 258 24,000 30,300 23,900 21,000 26,000 30,000 27,000 26,000 28,000 27,000 29,000 29,000 28,000 30,000 27,000 28,000 30,000 31,000 30,000 33,000 37,000 32,6005300033 US 70-258 East of US 258 33,800 35,700 36,600 37,700 37,000 39,000 39,000 37,000 41,000 41,000 44,000 43,000 39,000 40,000 44,000 37,000 39,000 43,000 43,000 39,000 44,200 39,6005300029 US 70-258 Business East of US 70-258 Bypass 19,700 21,300 21,100 19,700 22,000 23,000 27,000 22,000 23,000 22,000 23,000 21,000 24,000 22,000 20,000 20,000 19,000 18,000 22,000 21,000 19,000 19,8005300030 US 70-258 BYP, East of US 70-258 BUS 23,200 36,300 23,000 28,000 28,000 29,000 27,000 29,000 27,000 29,000 26,000 28,000 27,000 28,700 29,0005300076 US 70-258 Bypass West of NC 11 25,300 27,300 27,400 27,000 26,000 29,000 29,000 28,000 29,000 20,000 29,000 30,000 28,000 29,000 29,000 26,000 27,000 27,000 29,000 28,000 27,000 27,900 29,0005300027 US 70-258 Bypass East of NC 11 15,600 18,000 17,000 16,400 17,000 20,000 22,000 19,000 21,000 21,000 20,000 18,000 18,000 21,000 17,000 18,000 19,000 16,000 18,000 19,000 19,400 19,0005300018 US 70/NC 58, East of US 258 28,300 29,800 29,500 30,100 29,000 31,000 28,000 28,000 29,000 30,000 28,000 32,000 28,000 28,000 30,000 26,000 27,000 29,000 25,000 27,000 26,000 28,200 26,6005300020 US 70-258 Bypass West of NC 58 22,300 25,000 26,000 27,100 26,000 27,000 26,000 25,000 27,000 28,000 29,000 30,000 26,000 26,000 27,000 25,000 25,000 27,000 23,000 25,000 24,000 26,200 25,6005300021 US 70-258 Bypass East of NC 58 14,400 15,500 17,500 18,800 17,000 19,000 18,000 17,000 18,000 18,000 20,000 20,000 17,000 18,000 18,000 17,000 17,000 18,000 15,000 16,000 16,600 16,4005300050 US 70-258 Bypass West of Whaley Road 12,600 13,100 14,000 15,000 14,000 15,000 14,000 14,000 15,000 13,000 15,000 14,000 14,000 13,000 14,000 13,000 14,000 13,000 15,000 14,8005100001 US 70 West of Wyse Fork Road 11,600 12,000 13,000 13,000 13,000 13,000 14,000 13,000 12,000 13,000 13,000 12,000 13,000 12,000 12,000 12,000 14,000 13,6005100032 US 70 East of Wyse Fork Road 10,000 12,000 11,000 11,000 11,000 11,000 12,000 10,000 12,000 12,000 11,000 12,000 11,000 11,000 10,000 10,000 13,300 12,8005100031 US 70 East of Burkett Road 11,000 12,000 11,000 9,600 11,000 9,600 11,000 9,500 10,000 11,000 9,900 11,000 11,000 11,000 11,000 12,200
b US 2585300083 US 258, N of SR 1546 (Banks School Rd) 11,900 14,500 11,300 9,300 12,000 13,000 13,000 14,000 15,000 15,000 17,000 15,000 15,000 16,000 14,000 14,000 16,000 14,000 15,000 14,200 14,0005300032 US 258 North of US 70 11,600 13,500 11,800 14,900 11,000 11,000 13,000 12,000 15,000 13,000 13,000 15,000 13,000 13,000 13,000 11,000 11,000 11,000 12,000 11,000 11,000 12,800 11,8005300019 US 258, South of US 70-258 BYP 12,800 12,900 13,000 12,000 12,000 12,000 11,000 11,000 10,000 11,000 10,000 12,000 10,000 10,000 11,000 9,300 10,000 11,000 9,500 11,200 10,6005300079 US 258, North of SR 1900 (Collier Loftin Rd) 9,400 10,500 10,300 9,200 10,000 12,000 10,000 9,600 9,600 10,000 9,500 10,000 9,300 9,200 9,700 9,500 9,100 10,000 8,500 8,700 10,300 10,1005300078 US 258, South of SR 1900 (Collier Loftin Rd) 9,000 10,600 9,800 8,900 9,800 11,000 9,400 9,600 9,500 10,000 9,600 9,700 9,100 9,100 9,600 9,500 9,600 10,000 8,500 8,600 8,700 10,100 10,0005300035 US 258, North of SR 1342 (Will Baker Rd) 7,700 8,100 8,400 8,000 8,500 9,300 9,000 99,000 8,500 7,000 8,300 9,100 8,600 8,500 8,900 9,200 9,300 8,700 8,200 8,000 - 10,0005300036 US 258, South of SR 1341 (Tyree Rd) 7,400 7,900 8,300 8,400 8,500 9,200 8,400 8,500 8,700 8,700 7,800 8,600 7,900 8,200 8,500 8,700 8,000 8,500 8,000 8,000 8,400 - 7,4005300099 US 258, South of SR 1161 (Albritton Rd) 5,900 6,700 7,200 7,100 7,200 7,600 7,100 7,100 7,600 6,600 6,900 6,900 6,600 7,600 7,700 7,100 7,000 6,900 6,700 - 7,000
c NC 11 / NC 555300026 NC 11/ NC 55 North of US 70 12,200 14,100 12,100 13,900 12,000 13,000 13,000 13,000 14,000 17,000 13,000 13,000 12,000 13,000 12,000 12,000 12,000 11,000 13,000 13,000 11,000 12,400 13,0005300028 NC 11-55, South of US 70-258 BYP 17,600 18,600 18,600 16,400 17,000 18,000 19,000 18,000 20,000 19,000 18,000 17,000 19,000 17,000 16,000 17,000 17,000 16,000 16,600 17,0005300037 NC 11/ NC 55 North of NC 11 and NC 55 Merge 11,000 12,000 12,100 12,000 13,000 14,000 13,000 14,000 14,000 14,000 15,000 15,000 14,000 15,000 14,000 14,000 15,000 14,000 12,500 12,6005300039 NC 11 South of NC 11 / NC 55 Merge 8,200 9,400 9,200 8,600 8,800 9,500 10,000 11,000 10,000 11,000 11,000 10,000 11,000 11,000 9,800 12,000 11,000 10,000 9,600 10,4005300068 NC 11, North of SR 1161 (Albritton Rd) 7,200 7,300 8,300 7,300 8,100 8,400 9,400 10,000 9,700 11,000 10,000 9,800 11,000 9,600 9,000 10,000 10,000 9,500 9,700 10,000 10,4005300067 NC 11, South of SR 1161 (Albritton Rd) 6,800 7,100 8,100 8,200 7,800 8,400 9,200 10,000 9,000 10,000 10,000 9,400 10,000 9,300 8,800 9,900 9,800 10,000 9,600 10,0005300038 NC 55 South of NC 11 / NC 55 Merge 4,300 4,100 4,400 4,800 4,700 5,600 3,600 4,900 5,000 4,700 5,100 4,700 5,100 5,100 4,800 4,900 5,700 4,600 4,800 4,400 4,800
d NC 585300017 US 70-258 BUS/NC 58, North of US 70-258 BYP 16,000 17,000 16,000 16,000 15,000 16,000 14,000 14,000 14,000 14,000 14,000 13,000 16,100 15,0005300022 NC 58, South of US 70 8,800 10,600 9,500 9,000 10,000 8,000 7,800 7,500 8,100 8,500 9,700 12,000 10,000 9,400 11,000 9,100 9,300 11,000 9,000 10,000 11,000 11,200 11,4005300053 NC 58, North of SR 1913 (Elijah Loftin Rd) 5,100 6,200 5,200 5,700 5,900 5,900 5,800 5,700 6,000 5,900 6,500 5,800 5,000 5,600 6,000 5,300 5,100 5,500 5,200 5,100 - 5,6005300091 NC 58, South of SR 1913 (Elijah Loftin Rd) 4,300 4,500 4,300 5,500 4,600 4,900 4,900 5,000 4,900 5,400 4,800 4,700 4,600 4,900 4,100 4,300 5,500 4,200 5,200 - 4,900
e NC 9035300104 NC 903, North of SR 1378 (Packhouse Rd) 2,800 2,800 3,100 2,500 3,100 6,100 3,400 3,300 3,500 3,500 4,000 3,700 3,600 3,800 3,500 3,200 3,800 3,700 3,700 3,400 4,000 4,0005309018 NC 903, South of US 70 3,900 4,000 4,400 4,100 4,000
NCDOTCVRGVLM ID
LOCATION
B2. HISTORIC OVERVIEW TABLE: 1994 - 2014
Appendix B Page 3 of 7 B2. Historic AADT
Project Count
Base Yr Forecast
1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2015
NCDOTCVRGVLM ID
LOCATION
B2. HISTORIC OVERVIEW TABLE: 1994 - 2014
f Local Roads Intersecting US 705301534 SR 1603 (Washington St), North of US 70 4,300 4,000 4,500 4,300 4,400 3,800 4,000 4,100 3,900 4,600 4,0005301532 SR 1327 (Jim Sutton Rd), South of US 70 800 680 760 900 1,000 1,000 880 1,000 970 1,500 1,4005303416 SR 1520 (Norbert Hill Rd), North of US 70 400 560 700 560 510 490 400 540 470 - 6005301556 SR 1522 (Albert Sugg Rd), North of US 70 280 230 260 260 190 210 330 230 220 270 200 - 4005301560 SR 1330 (Harold Sutton Rd), South of US 70 650 600 590 650 610 700 620 650 750 - 4005301555 SR 1519 (Eason Rd), North of US 70 1,000 1,000 1,100 1,000 1,000 930 1,000 880 1,000 940 1,100 1,1005301558 SR 1324 (Kennedy Home Rd), South of US 70 1,600 1,600 1,700 1,900 1,700 2,000 2,000 1,800 1,700 1,800 1,700 1,7005301557 SR 1546 (Banks School Rd), North of US 70 1,300 1,400 1,700 1,800 2,000 2,000 1,900 1,500 1,600 1,500 1,200 1,5005301744 SR 1804 (Neuse Rd), North of US 70 2,200 2,400 2,900 2,200 2,400 2,300 2,000 2,100 2,200 1,700 1,8005301743 SR 1903 (Cobb Rd), South of US 70 1,500 1,700 1,800 1,700 1,600 1,700 1,700 1,800 1,500 1,500 1,900 1,8005301618 SR 1821 (British Rd), North of US 70 800 780 740 810 710 600 6005101502 SR 1309 (Caswell Station Rd), North of US 70 580 490 500 410 380 450 300 500 4005101504 SR 1002 (Wyse Fork Rd), South of US 70 1,500 1,500 1,400 1,500 1,500 1,300 1,200 1,300 1,700 1,6005101503 SR 1312 (Tilghman Rd), North of US 70 520 400 440 380 350 340 - 4005101562 SR 1005 (Old US Hwy 70), North of US 70 2,100 2,400 2,200 2,400 2,200 2,100 1,600 1,700
g Other Local Roads5303414 SR 1309 (Jenny Lind Rd), South of NC 903 1,700 1,500 1,900 1,700 1,500 1,600 1,600 1,600 1,8005301533 SR 1690 (Willie Measley Rd), South of SR 1503 1,900 2,200 2,500 2,100 1,900 2,300 2,900 2,400 2,700 2,000 2,1005301679 SR 1548 (Hill Farm Rd), North of SR 2021 3,600 4,600 3,500 4,800 5,100 5,000 6,000 5,900 5,400 4,800 4,8005301742 SR 1903 (Cobb Rd), South of SR 1904 950 1,000 1,100 1,100 1,000 1,000 960 1,100 940 850 600 6005101501 SR 1310 (British Rd), East of SR 1309 740 710 810 770 680 1,200 600 6005101500 SR 1309, North of SR 1310 (British Rd) 370 310 360 230 290 290 230 200 4005301731 SR 1351 (Old Asphalt Rd), East of NC 11-55 1,900 1,700 1,800 1,800 690 880 870 1,000 710 670 - 1,7005301730 SR 1351 (Old Asphalt Rd) , West of US 258 1,400 1,500 1,400 920 590 560 680 520 410 380 - 1,7005301678 SR 1546 (Banks School Rd), West of US 258 5,900 5,600 6,700 6,900 7,400 7,700 8,800 7,600 8,700 8,700 8,300 8,2005301728 SR 1357 (Meadowbrook Dr), West of NC 58 1,000 1,000 1,300 930 770 1,000 940 880 910 850 - 1,8005301677 SR 1342 (Central Ave), East of NC 11-55 230 300 400 200 340 290 350 370 340 340 - 4005301739 SR 1342 (Will Baker Rd), West of NC 58 1,400 1,600 1,900 1,900 1,800 1,800 1,500 1,500 1,700 1,500 1,5005301735 SR 1341 (Tyree Rd), East of NC 11-55 2,200 2,400 2,800 2,400 2,800 2,900 2,800 2,800 3,000 2,400 2,600 3,0005301564 SR 1161 (Green Haynes Rd), East of NC 55 600 750 1,000 800 880 800 770 800 760 760 - 8005303466 SR 1161 (Green Haynes Rd), West of NC 11 2,000 1,900 1,900 1,900 1,800 1,900 1,900 2,0005301669 SR 1161 (Albritton Rd), East of NC 11 900 1,100 1,300 1,200 1,200 1,400 1,300 1,200 1,300 1,200 1,2005301603 SR 1161 (Albritton Rd), West of US 258 440 420 500 500 530 470 670 630 550 590 - 1,2005303460 SR 1149 (Joe Nunn Rd), West of US 258 1,300 1,400 1,100 1,200 1,200 970 - -5301562 SR 1157 (N Croom Bland Rd), North of NC 55 70 60 50 50 40 80 50 40 50 60 - 1005301741 SR 1909 (Woodington Rd), West of NC 58 950 1,000 940 860 840 810 880 790 - 8005301737 SR 1900 (Collier Loftin Rd), East of US 258 1,600 1,300 2,400 1,400 1,500 1,500 1,900 1,900 1,300 1,200 1,700 1,7005301738 SR 1900 (Collier Loftin Rd), West of NC 58 1,000 900 1,600 990 1,200 1,400 1,600 1,300 1,000 860 1,300 - 1,7005301616 SR 1913 (Elijah Loftin Rd), East of NC 58 640 850 1,200 940 1,100 890 1,000 1,100 830 850 820 - 7005301615 SR 1913 (Elijah Loftin Rd), West of NC 58 1,100 850 1,200 1,000 1,100 1,000 1,200 1,300 850 930 - 8002401686 SR 1005, East of SR 1268 (Carmichael Ave) 2,000 1,900 1,800 1,900 1,800 1,700 - 1,4002401639 SR 1262 (N West St), North of SR 1005 1,600 1,600 1,400 1,300 1,300 1,200 - 8002401638 SR 1262 (N West St), North of SR 1270 280 440 200 250 130 130 - 200
2015 Project Specific Turn Movement Counts factored to AADT estimatesWhile comparing a row with NCDOT Historical AADT, note that count and forecasts are in close proximity but not at exact location of NCDOT's count station.
Appendix B Page 4 of 7 B2. Historic AADT
1994 - 2004 (10 Yr) 2004 - 2014 (10 Yr) 1994 to 2004 (20 yr) 2011 2040 2011 to 2040 2015 2040 2015 to 2040US 70 - East to WestUS 70 West of NC 903 2.9% 17,500 35,300 2.4% 16,600 35,400 3.1%US 70 West of Washington Street 2.8% 1.2% 2.0% 19,500 37,300 2.3% 16,800 35,600 3.0%US 70 East of Jim Sutton Road / Measley Road 1.4% 21,400 38,900 2.1% 19,700 38,200 2.7%US 70 East of Albert Sugg Road 3.4% 0.0% 1.7% 21,500 39,000 2.1% 20,100 38,600 2.6%US 70 West of Hill Farm Road 1.6% 17,100 28,900 1.8% 25,400 36,200 1.4%US 70 West of US 258 1.2% 2.0% 1.6% 28,100 39,100 1.1% 32,600 43,000 1.1%US 70-258 East of US 258 2.7% 33,300 45,000 1.0% 39,600 49,000 0.9%US 70-258 Business East of US 70-258 Bypass 1.6% 18,800 20,700 0.3% 19,800 22,400 0.5%US 70-258 BYP, East of US 70-258 BUS 2.3% -0.7% 0.8% 25,700 37,500 1.3% 29,000 40,200 1.3%US 70-258 Bypass West of NC 11 1.4% -0.7% 0.3% 25,800 37,600 1.3% 29,000 40,200 1.3%US 70-258 Bypass East of NC 11 2.5% 17,600 27,700 1.6% 19,000 30,400 1.9%US 70/NC 58, East of US 258 -0.1% -0.7% -0.4% 20,100 32,900 1.7% 26,600 37,200 1.4%US 70-258 Bypass West of NC 58 2.7% -1.9% 0.4% 20,100 32,900 1.7% 25,600 36,200 1.4%US 70-258 Bypass East of NC 58 3.3% 15,500 28,300 2.1% 16,400 29,400 2.4%US 70-258 Bypass West of Whaley Road -0.7% 0.2% 14,600 27,400 2.2% 14,800 27,600 2.5%US 70 West of Wyse Fork Road 14,100 27,100 2.3% 13,600 26,400 2.7%US 70 East of Wyse Fork Road -0.9% 12,900 25,900 2.4% 12,800 25,400 2.8%US 70 East of Burkett Road 13,500 27,300 2.5% 12,200 24,400 2.8%US 258US 258, N of SR 1546 (Banks School Rd) 2.3% 11,500 13,300 0.5% 14,000 15,800 0.5%US 258 North of US 70 1.1% -1.7% -0.3% 10,100 11,500 0.4% 11,800 13,200 0.4%US 258, South of US 70-258 BYP -2.4% 9,400 10,600 0.4% 10,600 13,000 0.8%US 258, North of SR 1900 (Collier Loftin Rd) 0.1% 6,500 7,600 0.5% 10,100 12,400 0.8%US 258, South of SR 1900 (Collier Loftin Rd) 0.6% -1.0% -0.2% 6,100 7,100 0.5% 10,000 12,300 0.8%US 258, North of SR 1342 (Will Baker Rd) 0.8% 5,800 6,800 0.6% 10,000 12,300 0.8%US 258, South of SR 1341 (Tyree Rd) 0.5% 0.7% 0.6% 6,800 8,000 0.6% 7,400 9,200 0.9%US 258, South of SR 1161 (Albritton Rd) 1.1% 7,400 8,600 0.5% 7,000 8,800 0.9%NC 11 / NC 55NC 11/ NC 55 North of US 70 0.6% -1.7% -0.5% 10,600 11,300 0.2% 13,000 14,200 0.4%NC 11-55, South of US 70-258 BYP 0.8% -1.7% -0.5% 19,700 22,600 0.5% 17,000 22,000 1.0%NC 11/ NC 55 North of NC 11 and NC 55 Merge 2.4% 14,600 17,500 0.6% 12,600 17,900 1.4%NC 11 South of NC 11 / NC 55 Merge 2.0% 10,400 13,100 0.8% 10,400 15,500 1.6%NC 11, North of SR 1161 (Albritton Rd) 3.0% 0.0% 1.5% 10,000 12,000 0.6% 10,400 15,500 1.6%NC 11, South of SR 1161 (Albritton Rd) 2.8% 9,100 12,000 1.0% 10,000 15,000 1.6%NC 55 South of NC 11 / NC 55 Merge 0.9% 0.2% 0.6% 5,100 5,500 0.3% 4,800 5,200 0.3%NC 58US 70-258 BUS/NC 58, North of US 70-258 BYP 13,100 16,700 0.8% 15,000 18,800 0.9%NC 58, South of US 70 1.0% 1.3% 1.1% 6,900 10,600 1.5% 11,400 12,400 0.3%NC 58, North of SR 1913 (Elijah Loftin Rd) 2.5% 5,600 5,800 0.1% 5,600 6,200 0.4%NC 58, South of SR 1913 (Elijah Loftin Rd) 2.3% 4,500 4,600 0.1% 4,900 5,400 0.4%NC 903NC 903, North of SR 1378 (Packhouse Rd) 2.3% -0.3% 1.0% 4,400 4,800 0.3% 4,000 4,800 0.7%NC 903, South of US 70 5,700 6,300 0.3% 4,000 5,600 1.4%
Annualized Growth Rate based on Historic AADT Counts Annualized Growth Rate based on Travel Demand Model Volumes
Annualized Growth Rate Utilized in No Build ForecastKEY LOCATIONS
B3. GROWTH RATE COMPARISON - Historic, Model and Forecast
Appendix B Page 5 of 7 B3. Growth Rates
1998 2018 2004 2030 2008
2030 No Build
(includes R-2553
Southern
2008
2030 Existing Network (with CF Harvey
2008 2020 2035 2012 2020 2040 2015 2040
US 70 - West to EastUS 70 West of NC 903 32,600 59,200 n/a n/a n/a n/a 18,000 65,500 16,000 37,800 55,200 16,100 25,000 36,000 16,600 35,400US 70 East of Washington Street n/a NA 22,500 43,400 n/a n/a 22,000 64,100 20,000 43000 61,400 19,600 32,000 41,800 20,200 39,200US 70 West of C.F. Harvey Pkwy n/a NA 34,200 32,600 n/a n/a 28,000 64,100 32,000 40,400 79,200 18,400 29,000 37,000 21,200 39,000US 70 West of US 258 n/a NA n/a 32,600 n/a n/a n/a 32,400 n/a n/a 52,800 31,600 35,000 46,000 32,600 43,000US 70-258 East of US 258 n/a NA 42,800 35,100 n/a n/a 40,000 57,100 40,000 50,600 62,600 30,000 42,000 54,600 39,600 49,000US 70-258 Bypass East of NC 11 n/a NA n/a n/a 21,000 19,300 21,000 40,000 20,800 35,200 46,000 20,800 22,400 32,000 19,000 29,600US 70-258 Bypass West of NC 58 n/a NA n/a n/a 28,700 27,200 27,000 51,100 27,000 42,300 54,600 27,000 28,800 38,200 25,600 35,000US 70 East of Wyse Fork Road n/a NA n/a n/a n/a n/a 15,000 31,900 12,000 24,800 35,000 13,400 18,000 27,200 12,800 25,000CF Harvey ParkwayCF Harvey Parkway Extension (US 70 to US 258) n/a n/a n/a 20,400 n/a n/a n/a 45,600 n/a 27,600 43,400 3,000 4,400 6,400 2,800 9,400CF Harvey Parkway east of US 258 n/a n/a 5,600 23,400 n/a n/a n/a 33,000 4,800 28,300 47,200 6,000 7,200 10,000 n/a n/aCF Harvey Parkway west of NC 58 n/a n/a n/a n/a n/a n/a n/a 25,400 2,000 16,800 27,800 2,400 7,600 10,600 n/a n/aRoads north of US 70US 258 North of US 70 n/a n/a 15,000 32,400 n/a n/a 14,000 45,600 16,200 21,400 28,200 11,600 11,000 13,000 11,800 13,200US 70 Bus Vernon Avenue n/a n/a n/a n/a n/a n/a 22,000 40,900 22,400 24,800 30,000 18,800 20,600 24,200 19,800 22,400NC 55/ NC 11 Old Pink Hill Road n/a n/a n/a n/a 15,000 24,200 13,000 42,400 13,400 21,500 28,000 14,000 14,000 16,000 13,000 14,200US 258 /Queen Street n/a n/a n/a n/a 17,600 26,200 16,000 57,200 16,200 31,200 44,000 16,000 17,200 19,200 15,000 18,800Roads south of US 70NC 55/ NC 11 Old Pink Hill Road n/a n/a n/a n/a 18,200 22,400 19,000 43,200 19,200 29,100 37,000 17,600 19,000 22,400 17,000 22,000US 258 n/a n/a n/a n/a 11,000 20,200 10,000 39,600 10,600 25,500 37,400 10,200 11,000 13,400 10,600 13,000NC 58 n/a n/a n/a n/a 10,700 8,800 9,400 22,400 10,400 15,700 20,000 11,400 13,000 14,600 11,400 12,400Source:R-2554 Goldsboro Bypass - from public hearing mapR-2719AC.F. Harvey Parkway- June 2004FS - 0802ANC 11- N C 55 Bypass Feasibility Study - October 2010Kinston Area Comprehensive Transportation Plan - February 2008R-2553 Kinston Bypass- July 2009R-2553 Kinston Bypass- July 2012
B4. COMPARISON WITH PREVIOUS FORECASTSR-2553 Kinston
Bypass 2015 update
R-2553 Kinston Bypass 2012 update
KEY LOCATIONS
R-2544 Goldsboro Bypass
R-2719A Crescent Road June 2004
NC 11-NC 55 Bypass Feasibility Study
(FS-0802A)
Kinston Area Comprehensive
Transportation Plan (not fiscally
R-2553 Kinston Bypass July 2009
Appendix B Page 6 of 7 B4. Past Forecasts
AADT
2015 Class Count
2012 TIP Project
R-2553Forecast
2015 Class Count
2015Selected BY
NB Value
2012 TIP Project
R-2553Forecast
2015 Class Count
2015Selected BY
NB Value
2012 TIP Project
R-2553Forecast
2015 Class Count
2015Selected BY
NB Value
US 70 West of SR 1334 (Barwick Station Rd) 20,600 60% 55% 55% 9% 8.0% 9% 5 / 10 4.3 / 8.0 4 / 8
US 70 West of Pinelawn Cemetery Dr 22,400 55% 54% 50% 10% 8.1% 9% 5 / 8 3.8 / 6.5 4 / 6
US 70-US 258 Bypass West of US 70 Bus 36,700 55% 51% 55% 9% 7.6% 9% 5 / 5 3.2 / 4.9 4 / 5
US 70-US 258 Bypass East of US 70 Bus 26,800 60% 53% 55% 9% 8.0% 9% 6 / 7 3.6 / 5.2 5 / 6
US 70 East of Lenoir CC 14,800 55% 53% 55% 9% 7.6% 8% 5 / 8 9.1 / 9.0 6 / 9
US 70 East of SR 1313 (Burkett Road) 11,000 60% 50% 55% 9% 8.0% 8% 5 / 10 7.0 / 12.0 7 / 12
C.F. Harvey Parkway North of US 70 2,800 55% 61% 60% 10% 9.7% 9% 8 / 6 4.8 / 8.4 5 / 9
NC 11/55 North of NC 11 and 55 Merge 12,500 65% 61% 65% 9% 8.0% 10% 4 / 4 5.6 / 8.1 6 / 7
US 258 South of SR 1149 (Joe Nunn Road) 7,100 60% 64% 60% 9% 8.8% 9% 5 / 6 7.4 / 5.3 8 / 5
NC 58 South of SR 1900 (Collier Loftin Road) 7,000 65% 73% 65% 9% 8.9% 9% 3 / 3 3.2 / 4.2 4 / 4
SR 1324 (Kennedy Home Road) South of US 70 1,400 - 73% 60% - 8.3% 9% - 4.4 / 1.2 3 / 1
SR 1324 (Kennedy Home Road) South of SR 1336 (Barrus Road) 1,500 - 78% 60% - 8.7% 9% - 3.1 / 0.8 3 / 1
SR 2002 (Innovation Way) North of US 70 * 2,400 - 78% 65% - 10.8% 12% - 3.0 / 7.9 3 / 8
SR 1913 (Elijah Loftin Road) East of SR 1904 (Whaley Road) 600 - 77% 75% - 12.1% 12% - 3.2 / 0.4 3 / 1
SR 1903 (Cobb Road) North of SR 1913 (Elijah Loftin Road) 600 - 73% 70% - 8.8% 9% - 4.7 / 0.6 5 / 1
SR 1911 (Alexander Rouse Rd) West of SR 1912 (Parker Fork Rd) 200 - 58% - - 8.4% - - 9.1 / 1.0 9 / 1
SR 1139 (Clarence Potter Road) West of US 258 100 - 88% 60% - 29.1% 9% - 1.1 / 0 1 / 1
Exit of Lenoir CC East of NC 58 1,900 - 100% 100% - 4.1% - - 1.9 / 0 2 / 0
Entrance of Lenoir CC East of NC 59 1,300 - 100% 100% - 11.1% - - 2.9 / 6.3 3 / 6
SR 2032 (Sanderson Way) East of SR 2003 (Industrial Way) * 2,300 - 77% 70% - 12.6% 12% - 3 / 6 3 / 8
SR 1158 (Leslire R. Stroud Road) West of NC 11 300 - 60% 60% - 8.9% 9% - 7.1 / 0.9 2 / 1* Peak is during 5:15 AM-6:15 AM in morning and 2:15 PM-3:15 PM in afternoon due to adjacent industrial employment generator.
Heavy Vehicles - (Dual / TTST)D – Directional Distribution K – Peak Hour Factor
Location
B5. DESIGN FACTOR TABLE (D, K and HV)
Appendix B Page 7 of 7 B5. Design Data
APPENDIX CTRAFFIC ESTIMATES FOR SHALLOW
BYPASS INTERCHANGE OPTIONS
C1 – Scenario S4 – ABDEC2 – Scenario S4 – ABCEC3 – Scenario S3 – ABEC4 – Scenario S2 – AEC5 – Scenario P3 – ABDC6 – Scenario P2 – AD
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SussexSt
258
A St
Sand Clay Rd
SheffieldD
rW
almartD
r
632
35
334
38
5
210
ShoppingC
enterDr
Pinelawn
Cem
eteryD
r
SR 2021Smithfield Way
224
83
SR 1546Banks School Rd
SR1548
HillFarm
Rd
SR
2003IndustrialD
r
39
286
84142
Ruby
Tuesday
C.F.H
arveyPkw
y
148
SR 2032Sanderson
Way
70385
11
58
SR1357
Meadow
brookD
r
TrentonH
wy
LenoirCC
BUS
BUS70
70
MtVernonPark
Dr
FergusonLn
SR 1383Mary Beth Rd
109
41
40
12
42
11 13 1445
29 36
4330
8
7
SR 1351Old Asphalt Rd
286 198 198
187
122 170
150
140
172
84204
135 275
124SR 1342
Will Baker Rd
SR 1900Collier Loftin Rd
13416894
80
22
SR1552
HillcrestR
d
125
70
5825811
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE S-4ABDE(Shallow Bypass) SHEET 1 OF 1
Scenario E3Horizon Year
174
A
B D
E
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SussexSt
258
A St
Sand Clay Rd
SheffieldD
rW
almartD
r
632
35
334
38
5
208
ShoppingC
enterDr
Pinelawn
Cem
eteryD
r
SR 2021Smithfield Way
222
30
SR 1546Banks School Rd
SR1548
HillFarm
Rd
SR
2003IndustrialD
r
39
288
84142
Ruby
Tuesday
C.F.H
arveyPkw
y
148
SR 2032Sanderson
Way
70385
11
58
SR1357
Meadow
brookD
r
TrentonH
wy
LenoirCC
BUS
BUS70
70
MtVernonPark
Dr
FergusonLn
SR 1383Mary Beth Rd
109
41
40
12
42
11 13 1445
29 36
4330
8
7
SR 1351Old Asphalt Rd
288 256 178
178
92
168
190138
162
84204
144 275
124SR 1342
Will Baker Rd
SR 1900Collier Loftin Rd
140158104
94
22
SR1552
HillcrestR
d
134
70
5825811
144
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE S-4ABCE(Shallow Bypass) SHEET 1 OF 1
Scenario E2Horizon Year
A
174
B C
E
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SussexSt
258
A St
Sand Clay Rd
SheffieldD
rW
almartD
r
632
35
334
38
5
220
ShoppingC
enterDr
Pinelawn
Cem
eteryD
r
SR 2021Smithfield Way
234
34
SR 1546Banks School Rd
SR1548
HillFarm
Rd
SR
2003IndustrialD
r
39
276
84142
Ruby
Tuesday
C.F.H
arveyPkw
y
148
SR 2032Sanderson
Way
70385
11
58
SR1357
Meadow
brookD
r
TrentonH
wy
LenoirCC
BUS
BUS70
70
MtVernonPark
Dr
FergusonLn
SR 1383Mary Beth Rd
109
41
40
12
42
11 13 1445
29 36
4330
8
7
SR 1351Old Asphalt Rd
276 176 176
176
148 192
160
130
174
84204
146 275
124SR 1342
Will Baker Rd
SR 1900Collier Loftin Rd
134170104
94
22
SR1552
HillcrestR
d
125
70
5825811
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE S-3ABE(Shallow Bypass) SHEET 1 OF 1
Scenario E4Horizon Year
172
A
B
E
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SussexSt
258
A St
Sand Clay Rd
SheffieldD
rW
almartD
r
632
35
334
38
5
318
ShoppingC
enterDr
Pinelawn
Cem
eteryD
r
SR 2021Smithfield Way
328
70
SR 1546Banks School Rd
SR1548
HillFarm
Rd
SR
2003IndustrialD
r
39
170
104122
Ruby
Tuesday
C.F.H
arveyPkw
y
148
SR 2032Sanderson
Way
56
70383
11
58
SR1357
Meadow
brookD
r
TrentonH
wy
LenoirCC
BUS
BUS70
70
MtVernonPark
Dr
FergusonLn
SR 1383Mary Beth Rd
109
41
40
12
42
11 13 1445
29 36
4330
8
7
SR 1351Old Asphalt Rd
170 170 170
170
172 202
152
230
210
84204
152 275
124SR 1342
Will Baker Rd
SR 1900Collier Loftin Rd
130220124
94
22
SR1552
HillcrestR
d
74
70
5825811
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE S-2AE(Shallow Bypass) SHEET 1 OF 1
Scenario E1Horizon Year
140
A
E
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SussexSt
258
A St
Sand Clay Rd
SheffieldD
rW
almartD
r
632
35
334
38
5
200
ShoppingC
enterDr
Pinelawn
Cem
eteryD
r
SR 2021Smithfield Way
220
30
SR 1546Banks School Rd
SR1548
HillFarm
Rd
SR
2003IndustrialD
r
39
290
84142
Ruby
Tuesday
C.F.H
arveyPkw
y
148
SR 2032Sanderson
Way
70385
11
58
SR1357
Meadow
brookD
r
TrentonH
wy
LenoirCC
BUS
BUS70
70
MtVernonPark
Dr
FergusonLn
SR 1383Mary Beth Rd
109
41
40
12
42
11 13 1445
29 36
4330
8
7
SR 1351Old Asphalt Rd
290 202 202
271
120
188
164138
174
95204
2954 270
124SR 1342
Will Baker Rd
SR 1900Collier Loftin Rd
134170 172
190
25
SR1552
HillcrestR
d
125
70
5825811
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE P-3ABD(Shallow Bypass) SHEET 1 OF 1
Scenario E9Horizon Year
174
A
B D
LOCATION MAP
L E G E N D
N
NOT TO SCALE
COUNTY: Lenoir
TIP: R-2553
DATE: November 7, 2016PREPARED BY: Parsons Brinckerhoff
LOCATION: US 70from west of NC 903 in La Grangeto east of Old US 70 in DoverPROJECT: US 70 Kinston Bypass
DIVISION: 2
WBS: 34460
( d, t )PM
DK
### Vehicles Per Day (VPD) in 100s 1- Less than 50 VPD X Movement Prohibited
RoadwayFuture Interchange
K Design Hour Volume PercentagePM PM Peak PeriodD Peak Hour Directional Splità Indicates Direction of D(d,t) Duals, TT-STs (%)
SussexSt
258
A St
Sand Clay Rd
SheffieldD
rW
almartD
r
632
35
334
38
5
316
ShoppingC
enterDr
Pinelawn
Cem
eteryD
r
SR 2021Smithfield Way
336
64
SR 1546Banks School Rd
SR1548
HillFarm
Rd
SR
2003IndustrialD
r
39
194
104122
Ruby
Tuesday
C.F.H
arveyPkw
y
148
SR 2032Sanderson
Way
70384
11
58
SR1357
Meadow
brookD
r
TrentonH
wy
LenoirCC
BUS
BUS70
70
MtVernonPark
Dr
FergusonLn
SR 1383Mary Beth Rd
109
41
40
12
42
11 13 1445
29 36
4330
8
7
SR 1351Old Asphalt Rd
194 194 194
272
140
188
182210
210
95206
29 272
124SR 1342
Will Baker Rd
SR 1900Collier Loftin Rd
130220 190
198
25
5
SR1552
HillcrestR
d
70
5825811
2040 AVERAGE ANNUALDAILY TRAFFIC
BUILD ALTERNATIVE P-2AD(Shallow Bypass) SHEET 1 OF 1
Scenario E8Horizon Year
54
A
D