creek subdivision - minor traffic i study

March 15, 2017

CUTTHROAT CREEK

SUBDIVISION - M INOR TRAFFIC

IMPACT STUDY

Prepared for:

Teton Partners, LTD

PO Box 276, Winter Park, FL 32790 Project #14002-178-1

18 N Main Suite 305

Driggs, ID 83422

208-354-1331

www.harmonydesigninc.com

Cutthroat Creek Subdivision | T r a f f i c I m p a c t A n a l y s i s

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Contents Contents ...................................................................................................................................... i List of Figures ............................................................................................................................. i List of Tables.............................................................................................................................. ii List of Appendices ..................................................................................................................... ii

1. Introduction .................................................................................................................. 3

2. Existing Conditions ...................................................................................................... 4 2.1.1 Land Use .............................................................................................................. 4 2.1.2 Roadways ............................................................................................................. 4 2.1.3 Traffic ................................................................................................................... 6

3. Proposed Conditions .................................................................................................... 9 3.1.1 Trip Generation .................................................................................................... 9 3.1.2 Trip Distribution ................................................................................................ 10

4. Traffic Analysis .......................................................................................................... 15

5. Conclusions & Recommendations ............................................................................ 18 References ................................................................................................................................ 19

List of Figures Figure 1. Cutthroat Creek Subdivision Vicinity Map ................................................................ 3 Figure 2. Aerial view of intersection CR E5000N and CR N2250E ......................................... 5 Figure 3. Westward view of Hog Canal flowing under the intersection of CR E5000N and .... 5 Figure 4. SH-33 AADT and Population ..................................................................................... 8 Figure 5. Average Daily Traffic (ADT) for CR E5000N........................................................... 8 Figure 8 . Projected daily traffic volume for CR E5000N with and without Cutthroat Creek (CTC) ....................................................................................................................................... 10 Figure 9. Trip distribution diagram of CR E5000N and CR N2250E intersection .................. 14 Figure 10. Trip distribution diagram of CR E5000N and Stateline Road ................................ 14 Figure 11. Trip distribution diagram of SH-33 and CR E5000N intersection ......................... 15

H a r m o n y D e s i g n & E n g i n e e r i n g

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List of Tables

Table 1. Summary of population and Average Daily Traffic (ADT) and .................................. 7 Table 2. Trip Generation Calculations for Cutthroat Creek Subdivision ................................... 9 Table 3. Gravity Equation inputs for trip distribution calculations .......................................... 12 Table 4. Gravity model inputs for Cutthroat Creek traffic distribution calculations ................ 13 Table 5. Gravity model calculations for Cutthroat Creek traffic distributions ......................... 13 Table 6. AASHTO grading of gravel roads and acceptable volume ranges ............................. 16 Table 7. Teton County Road E5000N physical feature grading ............................................... 17 Table 8. Table of volume to capacity (v/c) ratio and Level of Service (LOS) ratings for rural

two lane highway referenced from Teton County Transportation Plan ..................... 17

List of Appendices

Appendix A – Teton County Traffic Count Data Appendix B – Idaho Transportation Department (ITD) Traffic Count Data Appendix C – Idaho Transportation Department (ITD) Growth Projection Report Appendix D – U.S. & Idaho Population Reports Appendix E – Cutthroat Creek Master Plan


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1. Introduction This minor Traffic Impact Study (TIS) has been prepared as part of a Preliminary Plat application for the proposed Cutthroat Creek Subdivision in Teton County, Idaho. The Cutthroat Creek Subdivision is a proposed 24 lot, conservation-based subdivision located along County Road E5000N, approximately 2.25 miles east of State Highway 33 (SH-33) and a quarter mile west of State Line Road in Teton County, Idaho (Figure 1). The development will incorporate continued agricultural activities, as well as open space easements that protect natural resources and provide opportunities for passive recreation.

Figure 1. Cutthroat Creek Subdivision Vicinity Map


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A minor TIS is required for developments that generate between 10 and 24 new units per Teton County Code, Amended Title 9-3-2(C-3-d-4). The objective of this study is to identify traffic impacts and recommend necessary improvements to the surrounding county roads as a result of this project. This study investigates the potential traffic impacts to County Road (CR) E5000N, CR N2250E, State Highway 33 (SH-33), and Stateline Road within one mile of the development. Supporting data for this study has been obtained from the Teton County, Idaho Transportation Plan 2020 (W&H Pacific & KMP Planning, 2002); Teton County, Idaho traffic studies from 2004 and 2011; and the Idaho Transportation Department (ITD) website. Additionally, the Institute of Transportation Engineers (ITE) manual, Trip Generation, 7th Edition was used to forecast future traffic volumes. The study horizon is 20-years, which is the expected time for full build-out of the development.

2. Existing Conditions

2.1.1 Land Use The proposed Cutthroat Creek Subdivision is located on a 241-acre property that lies along the south bank of South Leigh Creek in Teton County, Idaho, approximately one quarter mile west of the Wyoming state line. The property is situated in a rural community of vacation homes, single family residential homes, farms, and ranches. The current zoning in this area is A/AR2.5, residential agricultural (Teton County, ID, 2010). There is one existing residence on the property, and the majority of the property is currently being used for agricultural purposes.

2.1.2 Roadways The primary access road for the project site is County Road (CR) E5000N, which runs east and west along the southern border of the property. CR E5000N is a rural, gravel road classified as a “local” road by the Teton County, Idaho Transportation Plan 2020 (W&H Pacific & KMP Planning, 2002). CR E5000N intersects State Highway 33 (SH-33), which is a paved minor arterial, approximately 2.25 miles to the west at SH-33 mile post (MP) 136.29. CR N2250E, which is classified as a local road, runs north and south through the property and does not meet current county standards due to inadequate width. The intersection of CR E5000N and CR N2250E does not meet county design standards and is an unsafe intersection. The two roads meet at an acute angle where CR E2250N merges into CR E5000N, rather than intersecting at a right angle. Additionally, the Hog Canal crosses under CR E5000N at this intersection, greatly complicating the intersection (Figure 2 and Figure 3). There is also a non-compliant vertical curve just east of this intersection that does not provide adequate stopping sight distance for west bound traffic.


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Figure 2. Aerial view of intersection CR E5000N and CR N2250E

Figure 3. Westward view of Hog Canal flowing under the intersection of CR E5000N and

CR N2250E

CR E5000N

CR N2250E

Hog Canal


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2.1.3 Traffic CR E5000N has a total of 15 existing platted subdivisions with a total of 242 lots that use it for primary access. Additionally, there are 56 privately held, non-subdivided, parcels that rely on CR E5000N for primary access for a combined total of 298 dwelling units (DU). Of this total, there are 63 lots or parcels that have been developed. Of the 15 existing subdivisions, eight were platted between 2002 and 2006. According to Teton County traffic studies from 2004 and 2011, the highest Average Daily Traffic (ADT) count on CR E5000N was 287 trips, recorded in 2004. In 2010, traffic data was collected for CR E5000N that showed an ADT count of 192. Data from 2015 shows a maximum ADT of 194 (see Table 1 and Appendix A). The W&H Pacific study from 2004 did not include CR E5000N in its level of service (LOS) calculations. SH-33 is the main north-south arterial road in Teton County and had a 2015 Annual Average Daily Traffic (AADT) of 4300 trips according to data obtained from Idaho Transportation Department (ITD) at their traffic counter #63 (see Appendix B). A 2004 W&H Pacific Teton County, Idaho, transportation study reports a LOS on SH-33 between MP 135.75 and MP 137.266 as LOS B with a capacity of 2800 Passenger Car Per Hour (PCPH) and volume of 358 PCPH (W&H Pacific & KMP Planning, 2002). Table 1 and Figures 4 and 5 summarize historical traffic data on SH-33 and CR E5000N, as well as the total population of Teton County, Idaho. Note that SH-33 AADT data is repeated for previous years when no new data was collected. The AADT on SH-33 has increased approximately 4.7% per year between 1990 and 2015 and has generally followed increases in population in Teton County between those years. Teton County is a rapidly growing county with an average increase in population of 10% per year between 1990 and 2015. However, between 2010 and 2015, Teton County experienced a population increase of 3.9%, just under the national average of 4.1% during this same period (US Census). In the State of Idaho, the population grew at rates ranging from less than 1% to 3% annually between 1990 and 2010 with the 20-year average population growth at 2.09%. Nationally, the U.S. population grew at 1.07% per year during this same period (Idaho Department of Labor, 2013) (see Appendix D). Traffic on CR E5000N experienced a significant increase in ADT in 2004 and 2005 likely due to increased construction traffic during these years. Fitting a trendline to the data shows that on average, traffic has increased approximately 0.5% per year from 2001 until 2015 (Figure 5). ITD has provided a growth projection report for SH-33 that predicts a 1.06% annual increase in AADT between 2015 and 2035 (Appendix C). Based on historic traffic data and population trends, a conservative predicted annual increase in ADT of 3% per year due to population growth was used for CR E5000N.


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Table 1. Summary of population and Average Daily Traffic (ADT) and Annual Average Daily Traffic (AADT) in Teton County, ID

*Estimated population by U.S. Census Bureau between census counts. ** Data repeated for previous years

Year Teton County Population

SH-33 AADT

E5000N ADT

1990 3458 1710 1991 3603* 1710** 1992 3902* 2500 1993 4082* 2500** 1994 4399* 2500** 1995 4820* 3000 1996 5116* 3200 1997 5286* 3800 1998 5496* 4100 1999 5705* 4300 2000 5999 4700 2001 6455* 4900 133 2002 6849* 5100 167 2003 7193* 5100** 2004 7460* 5100** 287 2005 7814* 5100** 260 2006 8270* 5100** 2007 8932* 5500 2008 9627* 5500** 2009 10041* 5600

2010 10170 5800 192 2011 10182* 4000 2012 10089* 4300 2013 10285* 4300** 2014 10307* 4300** 2015 10564* 4300** 194


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Figure 4. SH-33 AADT and Population

Figure 5. Average Daily Traffic (ADT) for CR E5000N

0

2000

4000

6000

8000

10000

12000

0

1000

2000

3000

4000

5000

6000

7000

1985 1990 1995 2000 2005 2010 2015 2020

Popu

latio

n

Annu

al A

vera

ge D

aily

Tra

ffic

Year

Teton County, ID SH-33 AADT and Population

SH-33 AADT Population

0

50

100

150

200

250

300

350

2000 2002 2004 2006 2008 2010 2012 2014 2016

Aver

age

Daily

Tra

ffic

Year

Teton County, IDCR E5000N Average Daily Traffic (ADT)

Average Daily Traffic Linear (Average Daily Traffic )


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3. Proposed Conditions The Cutthroat Creek Subdivision will be constructed in phases with full build-out completed in approximately 20-years. There are currently 242 total existing lots that are accessed primarily by CR E5000N. Additionally, there are 56 lots along State Line Road between E4000N and E6000N that will impact traffic usage on E5000N. This results in an estimated 298 existing lots, 63 of which have already been developed, that will use E5000N for primary access. Cutthroat Creek Subdivision will add 24 lots to the existing 298 lots, which is an 8.7% increase.

3.1.1 Trip Generation Projected Average Daily Traffic (ADT) volumes were calculated for the 24 lot Cutthroat Creek Subdivision using the ITE Trip Generation manual. Because the development will be marketed as a high end, environmentally responsible, and sustainable community of vacation homes, it was assumed that the mix of home types in the development will consist of 75% vacation homes, classified as Recreational Homes (ITE Code 260), and 25% single family year-round homes, classified as Single-Family Detached Housing (ITE Code 210). Calculations for weekday projected ADT for the Cutthroat Creek Subdivision are included in Table 2.

Table 2. Trip Generation Calculations for Cutthroat Creek Subdivision Land Use ITE

Code Dwelling

Units (X)

Equation Weekday (ADT)

(T) Single-Family Detached Housing

210 6 Ln(T) = 0.92Ln(X) + 2.71 78

Recreational Homes 260 18 T = 3.16(X) 57 Total 24 135

Assuming that the increases in ADT due to the Cutthroat Creek Subdivision will be evenly distributed over the 20-year build out period, the weekday ADT of 135 calculated in Table 2 results in 6.75 average daily trips being added each year. Other lot development and population increase will result in an additional 3% increase each year in the background traffic as discussed in the previous section. Figure 6 shows the projected increase in ADT for CR E5000N with and without the addition of the Cutthroat Creek Subdivision traffic. In 2037, the projected ADT on CR E5000N will be 372 due to background traffic and 507 with the addition of the Cutthroat Creek Subdivision generated traffic.


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Figure 6 . Projected daily traffic volume for CR E5000N with and without Cutthroat Creek (CTC)

3.1.2 Trip Distribution

The proposed Cutthroat Creek Subdivision will distribute traffic onto CR E5000N either westbound towards SH-33 or eastbound towards Stateline Road (Figure 9). At both SH-33 and Stateline Road vehicles can turn north or south. However, the bridge on Stateline Road over South Leigh Creek, approximately ½ mile north of the CR E5000N and Stateline Road intersection, was washed out in 1994 and has not been replaced. As of the date of this report, this bridge is not scheduled to be replaced. Due to this obstruction and the fact that there are no lots with access only from Stateline Road, it is assumed no vehicle trips will turn north onto Stateline Road from E5000N. Based on the gravity model assumptions described in the next section, it is also assumed that vehicle trips turning south onto Stateline Road from E5000N (Figure 10) will be destined for Grand Targhee Resort. Most vehicles traveling west on E5000N from Cutthroat Creek Subdivision to the intersection with SH-33 will turn south to Driggs, while a minority will turn north toward Rexburg, Idaho, and other destinations to the west or north (Figure 11). The distribution of these vehicle trips has been approximated using a gravity model as defined by the ITE Traffic Impact Analysis for Site Development report (ITE, 2005). The gravity model is based on the premise that trips generated from a development will be distributed to the nearest destination with the most attractions. The equation for the traffic distribution gravity model is shown below:

0

100

200

300

400

500

600

1995 2000 2005 2010 2015 2020 2025 2030 2035 2040

ADT

Year

Teton County, IdahoE5000N Projected ADT

Historic Traffic Projected ADT Projected ADT with CTC


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𝑇𝑇𝑖𝑖,𝑗𝑗 = 𝑃𝑃𝑖𝑖[𝐴𝐴𝑗𝑗𝐹𝐹𝑖𝑖,𝑗𝑗𝐾𝐾𝑖𝑖,𝑗𝑗∑𝐴𝐴𝑗𝑗𝐹𝐹𝑖𝑖,𝑗𝑗𝐾𝐾𝑖𝑖,𝑗𝑗

]

Where: 𝑇𝑇𝑖𝑖,𝑗𝑗=vehicle trips from i to j 𝑃𝑃𝑖𝑖=vehicle trips produced at project location i (ADT) 𝐴𝐴𝑗𝑗=vehicle trips from i attracted to destination j (ADT) 𝐹𝐹𝑖𝑖,𝑗𝑗=friction factor from i to j due to travel time (inverse of travel time) 𝐾𝐾𝑖𝑖,𝑗𝑗=friction factor from i to j due to socioeconomic factors

Inputs for the attractions component of this equation, Aj, were developed using the ITE Trip Generation Report, 7th Edition (ITE, 2003) and a traffic analysis for the Driggs LDS church (AW Engineering, 2011). Inputs for the travel time friction factor, Fi,j were measured from the Teton County Idaho GIS website, and inputs for the socioeconomic friction factors, Ki,j were approximated from local observations. Table 3 shows the input values and source derivation for the attractions component for Driggs, Idaho, destinations. Driggs, Idaho, is the population center closest to the Cutthroat Creek development and will attract the most vehicle trips for grocery shopping, entertainment, and daily business trips. For that reason, major trip attractions were identified and quantified (i.e. Schools, Hospitals, Grocery Stores) and an approximation was made for several other attractions (i.e. office buildings, restaurants). Development of a complete and detailed inventory of trip attractions in Driggs is beyond the scope of this minor traffic study. This estimate was then used in combination with a population ratio to estimate trip attractions in Rexburg, Idaho, which is the nearest substantial population center to the north or west of the development. The transportation study for the Grand Targhee Resort Master Plan was consulted to determine trip attractions to Grand Targhee. The gravity model calculations and results are shown in Tables 4 and 5. Resulting traffic distribution diagrams for the three intersections directly impacted by this development are shown in Figures 9, 10, and 11.


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Table 3. Gravity Equation inputs for trip distribution calculations

Driggs, ID Population 6399

Quantity ITE Code Land UseITE Trip Gen pg #

Variable (X) Description

Variable (X) Quantity Trip Ends (T)

1 22 General Aviation 35 # Employees 25 25

1 522 Middle School 912 # Students 392 6001 530 High School 921 # Students 469 5501 N/A Church* N/A N/A N/A 1350

1 610 Hospital 1108 Gross Floor Area 42 1900

10 710 General Office Bldg 1158 Gross Floor Area 2 6561 732 USPS Office 1230 # Employees 3 103

1 812 Lumber Store 1309 # Employees 5 2431 850 Super Market 1524 Gross Floor Area 23 2965

15 870General Retail (2000 sf avg) 1629 Gross Floor Area 2 64

22 931Restaurant-Quality (2000 sf avg) 1707 Gross Floor Area 2 1760

Total Trip Attractions 10216

Cutthroat Creek Subdivision Trip Attractions to Driggs, ID

* Trip attractions taken from 2009 AW Engineering report on LDS Church.

Port & Terminal:

Institutional:

Medical:

Office:

Retail:

Services:


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Table 4. Gravity model inputs for Cutthroat Creek traffic distribution calculations

Table 5. Gravity model calculations for Cutthroat Creek traffic distributions

Zone Z1 Z2 Z3 Z4Project Driggs, ID Rexburg, ID Targhee

Trip Productions 135 N/A N/A N/A

Trip AttractionsN/A 10,216 2115 2490

Friction Factor (min)N/A 12 50 23

Friction FactorN/A 1 0.05 0.5

Gravity Model Inputs

* Trip attractions taken from Grand Targhee Resort Master Plan Traffic Impact Study.

(𝑷𝒊)

(𝑨𝒋)

(𝑭𝒊,𝒋)

(𝑲𝒊,𝒋)

*

Driggs, ID Rexburg, ID Targhee

851.3 2.1 54.1 907.6

126.6 0.3 8.1 135.0

93.8% 0.2% 6.0%

Gravity Model Calculations by Zone

𝑨𝒊 𝑭𝒊,𝒋 𝑲𝒊,𝒋

�𝑨𝒊𝑭𝒊,𝒋𝑲𝒊,𝒋

𝟒

𝟐

𝑨𝟐 𝑭𝟏,𝟐 𝑲𝟏,𝟐 𝑨𝟑 𝑭𝟏,𝟑 𝑲𝟏,𝟑 𝑨𝟒 𝑭𝟏,𝟒 𝑲𝟏,𝟒

(𝑻𝒊,𝒋)

(𝑻𝟏,𝟑) (𝑻𝟏,𝟒)(𝑻𝟏,𝟑) �𝑇𝑇𝑖𝑖,𝑗𝑗

�

(𝑻𝒊,𝒋) %


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Figure 7. Trip distribution diagram of CR E5000N and CR N2250E intersection

Figure 8. Trip distribution diagram of CR E5000N and Stateline Road


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Figure 9. Trip distribution diagram of SH-33 and CR E5000N intersection

4. Traffic Analysis The Transportation Research Board’s Highway Capacity Manual does not consider Levels of Service (LOS) for low volume, gravel, local roads. According to the American Association of State Highway and Transportation Official’s (AASHTO) Guidelines for Geometric Design of Very Low-Volume Local Roads, “there are no specific guidelines that indicate the maximum traffic volume level for which unpaved surfaces are appropriate.” However, the U.S. Department of Transportation Federal Highway Administration’s Gravel Roads: Maintenance and Design Manual developed by the South Dakota Local Transportation Assistance Program assigns gravel roads a grade from A to E based on physical features such as road width, surface type, clear zone, speed of comfortable travel, and road drainage (Federal Highway Administration, 2000). Each road grade is then associated with acceptable traffic volumes as shown in Table 6. The physical features used to determine road grade are each assigned a score from 1 to 3 with the scores determined as follows:

1) Width 1=average width less than 18 feet 2=average width is 18 to 24 feet 3=average width is greater than 24 feet


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2) Surface Type 1=existing surface is earth 2=existing surface is gravel 3=existing surface is limestone

3) Width of Clear Zone 1=clear zone is less than 5 feet 2=clear zone is between 5 and 10 feet 3=clear zone is greater than 10 feet

4) Speed of comfortable travel 1=under 25 miles per hour 2=approximately 35 miles per hour 3=approximately 45 miles per hour

5) Road Drainage 1=drainage inadequate and ADT >400 2=drainage inadequate and ADT <400 3=drainage is adequate

Table 6. AASHTO grading of gravel roads and acceptable volume ranges

Physical Features Grades (numerical score)

Midpoint Thresholds (based on existing daily

traffic volumes)

Range of Acceptable Volume (ADT)

A (13-15) 900 800 - 1000 B (11-12) 700 600 - 800 C (9-10) 500 400 - 600 D (7-8) 300 200 - 400 E (5-6) 100 < 200

Source: Planning & Zoning Center, Inc. Based on these grading parameters, geometric measurements obtained from aerial photos, and on-site observations, CR E5000N was given the scores in Table 7. The speed score is based on the average of vehicle speeds measured during the 2014 and 2015 traffic counts collected by Teton County (see Appendix A). Based on this grading system, CR E5000N has a physical feature score of 12, which correlates to a grade B road with a range of acceptable volume from 600 to 800 ADT (Table 6).


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Table 7. Teton County Road E5000N physical feature grading Physical Feature

Description Physical

Feature Score 1) Width 3 2) Surface Type 2 3) Clear Zone 2 4) Speed 2 5) Drainage 3

Total 12 SH-33 is classified as a Minor Arterial road by ITD and has a current base traffic volume of 4,300 AADT with an ideal capacity of 33,600 AADT. This equates to a volume to capacity (v/c) ratio of 0.128. According to the ITE Highway Capacity Manual, this v/c ratio correlates to an LOS B rating (W&H Pacific & KMP Planning, 2002). A twenty-year traffic volume projection report was generated by ITD and is included in Appendix B. This report projects SH-33 traffic volumes will be 5,220 AADT by year 2035, taking local population and development into account. Adding the Cutthroat Creek generated traffic projection of approximately 127 ADT to the SH-33 projected volume results in a predicted total traffic volume of 5,347 AADT. A v/c ratio based on this volume and the ideal capacity of 33,600 is 0.159. This v/c ratio correlates to a LOS B rating as shown in Table 8.

Table 8. Table of volume to capacity (v/c) ratio and Level of Service (LOS) ratings for rural two lane highway referenced from Teton County Transportation Plan

(W&H Pacific & KMP Planning, 2002)


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5. Conclusions & Recommendations It is recommended that the intersection of CR E5000N and CR N2250E be improved in order to meet county standards and improve the safety of this intersection. The Cutthroat Creek Subdivision development plans include realigning N2250E so that it intersects CR E5000N at a 90-degree angle and replacing the culvert for Hog Canal with a wider and longer box culvert. The projected ADT for CR E5000N with the Cutthroat Creek Subdivision is 595 at the end of the 20-year subdivision build-out period, which is less than the range of acceptable traffic volumes of 600-800 ADT for a Grade B gravel road. Thus, this subdivision will not significantly impact CR E5000N to the point that would require any additional upgrades. Similarly, the addition of Cutthroat Creek traffic to SH-33 does not change the level of service for SH-33, and thus no improvements are recommended for SH-33 due to the Cutthroat Creek Subdivision.


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References AW Engineering. (2011). Traffic Study Report. Victor: AW Engineering. Federal Highway Administration. (2000). Gravel Roads: Maintenance and Design Manual.

South Dakota Local Transportation Assistance Program. Idaho Department of Labor. (2013, December 31). Idaho Population Growth Exceeds Nation

in 2013. Retrieved from Idaho Departmant of Labor: http://www.labor.idaho.gov/news/NewsReleases/tabid/1953/ctl/PressRelease/mid/3872/itemid/2645/Default.aspx

ITE. (2003). Trip Generation Report, 7th Edition. Washington: Institute of Transportation

Engineers. ITE. (2005). Transportation Impact Analysis for Site Development. Washington: Institute of

Transportation Engineers. Teton County, ID. (2010). Teton County Code. Driggs: Teton County, ID. W&H Pacific, & KMP Planning. (2002). Teton County, Idaho Transportation Plan 2020.

APPENDIX A

TETON COUNT Y

TRAFFIC COUNT DATA

Teton County

Daily Classes by Direction DayClassSplit-206 -- English (ENU) Datasets: Site: [E5000N] E5000N @ SH33 Attribute: Teton Co R&B Direction: 6 - West bound A>B, East bound B>A. Lane: 0 Survey Duration: 10:57 Wednesday, September 09, 2015 => 16:20 Thursday, September 24, 2015, Zone: File: 5000 N @ HWY 33 2015-09-24.EC0 (Plus ) Identifier: W9824VSN MC56-L5 [MC55] (c)Microcom 19Oct04 Algorithm: Factory default axle (v4.05) Data type: Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 0:00 Thursday, September 10, 2015 => 0:00 Thursday, September 17, 2015 (7) Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 Speed range: 6 - 99 mph. Direction: North, East, South, West (bound), P = East Separation: Headway > 0 sec, Span 0 - 328.084 ft Name: Default Profile Scheme: Vehicle classification (Scheme F3) Units: Non metric (ft, mi, ft/s, mph, lb, ton) In profile: Vehicles = 1381 / 3047 (45.32%)

Daily Classes by Direction

DayClassSplit-206 Site: E5000N.0.1WE Description: E5000N @ SH33 Filter time: 0:00 Thursday, September 10, 2015 => 0:00 Thursday, September 17, 2015 Scheme: Vehicle classification (Scheme F3) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NESW) Sp(6,99) Headway(>0) Span(0 - 328.084) Thursday, September 10, 2015

1 2 3 4 5 6 7 8 9 10 11 12 Total

Thu 0 147 83 2 24 2 5 1 3 1 0 0 268

(%) 0.0 54.9 31.0 0.7 9.0 0.7 1.9 0.4 1.1 0.4 0.0 0.0

AB 0 84 48 2 11 0 0 0 2 0 0 0 147

AB% 0.0 57.1 57.8 100.0 45.8 0.0 0.0 0.0 66.7 0.0 0.0 0.0 54.9

BA 0 63 35 0 13 2 5 1 1 1 0 0 121

BA% 0.0 42.9 42.2 0.0 54.2 100.0 100.0 100.0 33.3 100.0 0.0 0.0 45.1

Fri 0 136 58 5 25 2 1 0 1 1 0 0 229

(%) 0.0 59.4 25.3 2.2 10.9 0.9 0.4 0.0 0.4 0.4 0.0 0.0

AB 0 74 36 3 7 0 0 0 0 1 0 0 121

AB% 0.0 54.4 62.1 60.0 28.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 52.8

BA 0 62 22 2 18 2 1 0 1 0 0 0 108

BA% 0.0 45.6 37.9 40.0 72.0 100.0 100.0 0.0 100.0 0.0 0.0 0.0 47.2

Sat 0 113 58 1 17 2 0 1 1 0 0 0 193

(%) 0.0 58.5 30.1 0.5 8.8 1.0 0.0 0.5 0.5 0.0 0.0 0.0

AB 0 62 37 1 6 0 0 0 0 0 0 0 106

AB% 0.0 54.9 63.8 100.0 35.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.9

BA 0 51 21 0 11 2 0 1 1 0 0 0 87

BA% 0.0 45.1 36.2 0.0 64.7 100.0 0.0 100.0 100.0 0.0 0.0 0.0 45.1

Sun 1 83 49 1 15 1 2 0 3 0 0 0 155

(%) 0.6 53.5 31.6 0.6 9.7 0.6 1.3 0.0 1.9 0.0 0.0 0.0

AB 1 45 22 0 8 0 1 0 2 0 0 0 79

AB% 100.0 54.2 44.9 0.0 53.3 0.0 50.0 0.0 66.7 0.0 0.0 0.0 51.0

BA 0 38 27 1 7 1 1 0 1 0 0 0 76

BA% 0.0 45.8 55.1 100.0 46.7 100.0 50.0 0.0 33.3 0.0 0.0 0.0 49.0

Mon 0 96 53 3 13 1 2 0 0 0 0 0 168

(%) 0.0 57.1 31.5 1.8 7.7 0.6 1.2 0.0 0.0 0.0 0.0 0.0

AB 0 56 33 2 4 0 0 0 0 0 0 0 95

AB% 0.0 58.3 62.3 66.7 30.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 56.5

BA 0 40 20 1 9 1 2 0 0 0 0 0 73

BA% 0.0 41.7 37.7 33.3 69.2 100.0 100.0 0.0 0.0 0.0 0.0 0.0 43.5

Tue 0 103 51 2 22 0 2 0 0 0 0 0 180

(%) 0.0 57.2 28.3 1.1 12.2 0.0 1.1 0.0 0.0 0.0 0.0 0.0

AB 0 57 28 1 10 0 0 0 0 0 0 0 96

AB% 0.0 55.3 54.9 50.0 45.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 53.3

BA 0 46 23 1 12 0 2 0 0 0 0 0 84

BA% 0.0 44.7 45.1 50.0 54.5 0.0 100.0 0.0 0.0 0.0 0.0 0.0 46.7

Wed 0 119 49 2 13 3 1 1 0 0 0 0 188

(%) 0.0 63.3 26.1 1.1 6.9 1.6 0.5 0.5 0.0 0.0 0.0 0.0

AB 0 64 26 1 5 1 0 0 0 0 0 0 97

AB% 0.0 53.8 53.1 50.0 38.5 33.3 0.0 0.0 0.0 0.0 0.0 0.0 51.6

BA 0 55 23 1 8 2 1 1 0 0 0 0 91

BA% 0.0 46.2 46.9 50.0 61.5 66.7 100.0 100.0 0.0 0.0 0.0 0.0 48.4

Average daily volume

Entire week

0 113 56 1 18 1 1 0 0 0 0 0 196

(%) 0.0 57.7 28.6 0.5 9.2 0.5 0.5 0.0 0.0 0.0 0.0 0.0

AB 0 63 32 1 7 0 0 0 0 0 0 0 105

AB% 0.0 55.8 57.1 100.0 38.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 53.6

BA 0 50 24 0 11 1 1 0 0 0 0 0 91

BA% 0.0 44.2 42.9 0.0 61.1 100.0 100.0 0.0 0.0 0.0 0.0 0.0 46.4

Weekdays

0 120 58 2 19 1 2 0 0 0 0 0 206

(%) 0.0 58.3 28.2 1.0 9.2 0.5 1.0 0.0 0.0 0.0 0.0 0.0

AB 0 67 34 1 7 0 0 0 0 0 0 0 111

AB% 0.0 55.8 58.6 50.0 36.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 53.9

BA 0 53 24 1 12 1 2 0 0 0 0 0 95

BA% 0.0 44.2 41.4 50.0 63.2 100.0 100.0 0.0 0.0 0.0 0.0 0.0 46.1

Weekend

0 97 53 0 16 1 0 0 2 0 0 0 173

(%) 0.0 56.1 30.6 0.0 9.2 0.6 0.0 0.0 1.2 0.0 0.0 0.0

AB 0 53 29 0 7 0 0 0 1 0 0 0 92

AB% 0.0 54.6 54.7 0.0 43.8 0.0 0.0 0.0 50.0 0.0 0.0 0.0 53.2

BA 0 44 24 0 9 1 0 0 1 0 0 0 81

BA% 0.0 45.4 45.3 0.0 56.3 100.0 0.0 0.0 50.0 0.0 0.0 0.0 46.8

* - Incomplete

Teton County

Daily Classes by Direction DayClassSplit-207 -- English (ENU) Datasets: Site: [E5000S] E5000S @ State Line Road Attribute: Teton Count R&B Direction: 6 - West bound A>B, East bound B>A. Lane: 0 Survey Duration: 11:13 Wednesday, September 09, 2015 => 16:33 Thursday, September 24, 2015, Zone: File: 5000N @ Stateline 2015-09-24.EC0 (Plus ) Identifier: AD52VVNX MC56-L5 [MC55] (c)Microcom 19Oct04 Algorithm: Factory default axle (v4.05) Data type: Axle sensors - Paired (Class/Speed/Count) Profile: Filter time: 0:00 Thursday, September 10, 2015 => 0:00 Thursday, September 17, 2015 (7) Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 Speed range: 6 - 99 mph. Direction: North, East, South, West (bound), P = East Separation: Headway > 0 sec, Span 0 - 328.084 ft Name: Default Profile Scheme: Vehicle classification (Scheme F3) Units: Non metric (ft, mi, ft/s, mph, lb, ton) In profile: Vehicles = 777 / 1724 (45.07%)

Daily Classes by Direction

DayClassSplit-207 Site: E5000S.0.1WE Description: E5000S @ State Line Road Filter time: 0:00 Thursday, September 10, 2015 => 0:00 Thursday, September 17, 2015 Scheme: Vehicle classification (Scheme F3) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NESW) Sp(6,99) Headway(>0) Span(0 - 328.084) Thursday, September 10, 2015

1 2 3 4 5 6 7 8 9 10 11 12 Total

Thu 6 105 34 4 4 3 21 0 2 0 0 0 179

(%) 3.4 58.7 19.0 2.2 2.2 1.7 11.7 0.0 1.1 0.0 0.0 0.0

AB 0 55 19 0 1 2 19 0 2 0 0 0 98

AB% 0.0 52.4 55.9 0.0 25.0 66.7 90.5 0.0 100.0 0.0 0.0 0.0 54.7

BA 6 50 15 4 3 1 2 0 0 0 0 0 81

BA% 100.0 47.6 44.1 100.0 75.0 33.3 9.5 0.0 0.0 0.0 0.0 0.0 45.3

Fri 1 76 12 1 3 3 22 0 0 0 0 0 118

(%) 0.8 64.4 10.2 0.8 2.5 2.5 18.6 0.0 0.0 0.0 0.0 0.0

AB 1 35 8 1 1 3 17 0 0 0 0 0 66

AB% 100.0 46.1 66.7 100.0 33.3 100.0 77.3 0.0 0.0 0.0 0.0 0.0 55.9

BA 0 41 4 0 2 0 5 0 0 0 0 0 52

BA% 0.0 53.9 33.3 0.0 66.7 0.0 22.7 0.0 0.0 0.0 0.0 0.0 44.1

Sat 0 85 9 0 4 4 23 0 0 0 0 0 125

(%) 0.0 68.0 7.2 0.0 3.2 3.2 18.4 0.0 0.0 0.0 0.0 0.0

AB 0 44 5 0 0 4 22 0 0 0 0 0 75

AB% 0.0 51.8 55.6 0.0 0.0 100.0 95.7 0.0 0.0 0.0 0.0 0.0 60.0

BA 0 41 4 0 4 0 1 0 0 0 0 0 50

BA% 0.0 48.2 44.4 0.0 100.0 0.0 4.3 0.0 0.0 0.0 0.0 0.0 40.0

Sun 2 46 9 1 1 1 11 0 1 0 0 0 72

(%) 2.8 63.9 12.5 1.4 1.4 1.4 15.3 0.0 1.4 0.0 0.0 0.0

AB 1 23 2 1 1 1 7 0 1 0 0 0 37

AB% 50.0 50.0 22.2 100.0 100.0 100.0 63.6 0.0 100.0 0.0 0.0 0.0 51.4

BA 1 23 7 0 0 0 4 0 0 0 0 0 35

BA% 50.0 50.0 77.8 0.0 0.0 0.0 36.4 0.0 0.0 0.0 0.0 0.0 48.6

Mon 0 63 14 0 2 3 7 0 0 0 0 0 89

(%) 0.0 70.8 15.7 0.0 2.2 3.4 7.9 0.0 0.0 0.0 0.0 0.0

AB 0 36 8 0 2 2 6 0 0 0 0 0 54

AB% 0.0 57.1 57.1 0.0 100.0 66.7 85.7 0.0 0.0 0.0 0.0 0.0 60.7

BA 0 27 6 0 0 1 1 0 0 0 0 0 35

BA% 0.0 42.9 42.9 0.0 0.0 33.3 14.3 0.0 0.0 0.0 0.0 0.0 39.3

Tue 1 67 15 0 0 2 7 0 0 0 0 0 92

(%) 1.1 72.8 16.3 0.0 0.0 2.2 7.6 0.0 0.0 0.0 0.0 0.0

AB 0 38 8 0 0 2 7 0 0 0 0 0 55

AB% 0.0 56.7 53.3 0.0 0.0 100.0 100.0 0.0 0.0 0.0 0.0 0.0 59.8

BA 1 29 7 0 0 0 0 0 0 0 0 0 37

BA% 100.0 43.3 46.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40.2

Wed 0 77 18 0 4 0 3 0 0 0 0 0 102

(%) 0.0 75.5 17.6 0.0 3.9 0.0 2.9 0.0 0.0 0.0 0.0 0.0

AB 0 40 10 0 3 0 3 0 0 0 0 0 56

AB% 0.0 51.9 55.6 0.0 75.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 54.9

BA 0 37 8 0 1 0 0 0 0 0 0 0 46

BA% 0.0 48.1 44.4 0.0 25.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 45.1

Average daily volume

Entire week

1 73 15 0 2 2 12 0 0 0 0 0 111

(%) 0.9 65.8 13.5 0.0 1.8 1.8 10.8 0.0 0.0 0.0 0.0 0.0

AB 0 38 8 0 1 2 11 0 0 0 0 0 63

AB% 0.0 52.1 53.3 0.0 50.0 100.0 91.7 0.0 0.0 0.0 0.0 0.0 56.8

BA 1 35 7 0 1 0 1 0 0 0 0 0 48

BA% 100.0 47.9 46.7 0.0 50.0 0.0 8.3 0.0 0.0 0.0 0.0 0.0 43.2

Weekdays

1 76 18 0 2 1 11 0 0 0 0 0 115

(%) 0.9 66.1 15.7 0.0 1.7 0.9 9.6 0.0 0.0 0.0 0.0 0.0

AB 0 40 10 0 1 1 10 0 0 0 0 0 65

AB% 0.0 52.6 55.6 0.0 50.0 100.0 90.9 0.0 0.0 0.0 0.0 0.0 56.5

BA 1 36 8 0 1 0 1 0 0 0 0 0 50

BA% 100.0 47.4 44.4 0.0 50.0 0.0 9.1 0.0 0.0 0.0 0.0 0.0 43.5

Weekend

0 65 8 0 2 2 16 0 0 0 0 0 98

(%) 0.0 66.3 8.2 0.0 2.0 2.0 16.3 0.0 0.0 0.0 0.0 0.0

AB 0 33 3 0 0 2 14 0 0 0 0 0 56

AB% 0.0 50.8 37.5 0.0 0.0 100.0 87.5 0.0 0.0 0.0 0.0 0.0 57.1

BA 0 32 5 0 2 0 2 0 0 0 0 0 42

BA% 0.0 49.2 62.5 0.0 100.0 0.0 12.5 0.0 0.0 0.0 0.0 0.0 42.9

* - Incomplete

E5000N @ HWY 33_SpeedStat

MetroCount Traffic ExecutiveSpeed Statistics

SpeedStat‐53 ‐‐ English (ENU)

Datasets: Site: [E5000N] E5000N @ SH33

Attribute: Teton Co R&B Direction: 6 ‐ West bound A>B, East bound B>A. Lane: 0

Survey Duration: 10:57 Wednesday, September 09, 2015 => 16:20 Thursday, September 24, 2015,

Zone: File: E5000N @ HWY33 2015‐09‐24.EC0 (Plus )

Identifier: W9824VSN MC56‐L5 [MC55] (c)Microcom 19Oct04 Algorithm: Factory default axle (v4.05) Data type: Axle sensors ‐ Paired (Class/Speed/Count)

Profile: Filter time: 10:58 Wednesday, September 09, 2015 => 16:20 Thursday, September

24, 2015 (15.2239) Included classes: 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12

Speed range: 6 ‐ 99 mph. Direction: North, East, South, West (bound), P = East

Separation: Headway > 0 sec, Span 0 ‐ 328.084 ft Name: Default Profile

Scheme: Vehicle classification (Scheme F3) Units: Non metric (ft, mi, ft/s, mph, lb, ton)

In profile: Vehicles = 3008 / 3047 (98.72%)�Speed Statistics SpeedStat‐53

Site: E5000N.0.1WE Description: E5000N @ SH33 Filter time: 10:58 Wednesday, September 09, 2015 => 16:20 Thursday, September

24, 2015 Scheme: Vehicle classification (Scheme F3) Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NESW) Sp(6,99) Headway(>0) Span(0 ‐

328.084)

Vehicles = 3008Posted speed limit = 37 mph, Exceeding = 1945 (64.66%), Mean Exceeding = 43.64 mphMaximum = 72.2 mph, Minimum = 7.3 mph, Mean = 39.3 mph85% Speed = 46.5 mph, 95% Speed = 51.0 mph, Median = 39.4 mph10 mph Pace = 35 ‐ 45, Number in Pace = 1629 (54.16%)Variance = 58.77, Standard Deviation = 7.67 mph

Page 1

E5000N @ HWY 33_SpeedStatSpeed Bins (Partial days)

Speed | Bin | Below | Above | Energy | vMult | n* vMult 0 ‐ 6 | 0 0.0% | 0 0.0% | 3008 100.0% | 0.00 | 0.00 | 0.00 6 ‐ 12 | 10 0.3% | 10 0.3% | 2998 99.7% | 0.00 | 0.00 | 0.00 12 ‐ 19 | 24 0.8% | 34 1.1% | 2974 98.9% | 0.00 | 0.00 | 0.00 19 ‐ 25 | 89 3.0% | 123 4.1% | 2885 95.9% | 0.00 | 0.00 | 0.00 25 ‐ 31 | 243 8.1% | 366 12.2% | 2642 87.8% | 0.00 | 0.00 | 0.00 31 ‐ 37 | 737 24.5% | 1103 36.7% | 1905 63.3% | 0.00 | 0.00 | 0.00 37 ‐ 43 | 1061 35.3% | 2164 71.9% | 844 28.1% | 0.00 | 0.00 | 0.00 43 ‐ 50 | 614 20.4% | 2778 92.4% | 230 7.6% | 0.00 | 0.00 | 0.00 50 ‐ 56 | 193 6.4% | 2971 98.8% | 37 1.2% | 0.00 | 0.00 | 0.00 56 ‐ 62 | 32 1.1% | 3003 99.8% | 5 0.2% | 0.00 | 0.00 | 0.00 62 ‐ 68 | 4 0.1% | 3007 100.0% | 1 0.0% | 0.00 | 0.00 | 0.00 68 ‐ 75 | 1 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 75 ‐ 81 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 81 ‐ 87 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 87 ‐ 93 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 93 ‐ 99 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 99 ‐ 106 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00106 ‐ 112 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00112 ‐ 118 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00118 ‐ 124 | 0 0.0% | 3008 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00

Total Speed Rating = 0.00Total Moving Energy (Estimated) = 0.00

Page 2

E5000N @ HWY 33_VirtWeeklyVehicle

MetroCount Traffic ExecutiveWeekly Vehicle Counts (Virtual Week)

VirtWeeklyVehicle‐54 ‐‐ English (ENU)











In profile: Vehicles = 3008 / 3047 (98.72%)�Weekly Vehicle Counts (Virtual Week) VirtWeeklyVehicle‐54



328.084)

Mon Tue Wed Thu Fri Sat Sun Averages 1 ‐ 5 1 ‐ 7 Hour |

Page 1

E5000N @ HWY 33_VirtWeeklyVehicle 0000‐0100 0.0 0.0 0.5 0.3 0.0 0.5 0.0 | 0.2 0.2 0100‐0200 0.0 0.0 0.0 0.0 0.0 1.0 1.0 | 0.0 0.3 0200‐0300 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0300‐0400 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0400‐0500 1.0 0.0 0.0 0.7 0.0 0.0 0.5 | 0.4 0.3 0500‐0600 1.0 0.5 1.5 1.3 0.5 1.5 0.0 | 1.0 0.9 0600‐0700 6.0 9.0 7.0 9.7 6.0 3.0 2.5 | 7.7 6.4 0700‐0800 10.5 10.5 11.0 13.7 17.5 7.5 4.0 | 12.7 10.9 0800‐0900 12.5 10.5 17.0 16.3 13.0 7.5 6.0 | 14.1 12.1 0900‐1000 9.5 11.0 12.5 15.7 10.0 13.5 12.5 | 12.1 12.3 1000‐1100 10.0 10.5 7.7 17.0 16.5 17.5 8.5 | 12.3 12.5 1100‐1200 12.5 5.0 8.3 15.7 13.0 20.0 12.0 | 11.1 12.3 1200‐1300 15.5 8.0 9.3 16.3 17.5 15.0 17.0 | 13.3 13.9 1300‐1400 13.5 15.5 7.0 12.7 13.5 15.0 10.0 | 12.0 12.1 1400‐1500 12.5 14.5 17.3 15.3 14.5 16.5 6.5 | 15.1 14.2 1500‐1600 10.5 18.0 16.7 12.3 17.0 11.5 9.0 | 14.8 13.7 1600‐1700 14.0 11.5 18.3 11.3 15.0 12.5 18.0 | 14.2 14.4 1700‐1800 18.0 25.0 20.7 20.0 25.5 21.5 12.0 | 21.7 20.4 1800‐1900 10.0 17.0 14.0 16.0 14.0 15.0 11.0 | 14.2 13.9 1900‐2000 8.5 10.0 15.7 8.5 7.5 13.0 12.0 | 10.5 11.1 2000‐2100 5.0 7.5 8.0 8.0 3.5 9.0 3.5 | 6.5 6.5 2100‐2200 7.0 3.0 3.0 4.0 2.5 2.5 2.5 | 3.8 3.5 2200‐2300 1.0 1.0 4.0 0.5 2.0 0.5 1.0 | 1.9 1.6 2300‐2400 0.5 0.5 0.0 0.5 2.5 0.5 1.5 | 0.7

Page 2

E5000N @ HWY 33_VirtWeeklyVehicle 0.8 | Totals _______________________________________________________________|________________

| 0700‐1900 149.0 157.0 159.8 182.3 187.0 173.0 126.5 | 167.6 162.8 0600‐2200 175.5 186.5 193.5 212.5 206.5 200.5 147.0 | 196.2 190.2 0600‐0000 177.0 188.0 197.5 213.5 211.0 201.5 149.5 | 198.8 192.6 0000‐0000 179.0 188.5 199.5 215.8 211.5 204.5 151.0 | 200.4 194.3 | AM Peak 1100 0900 0800 1000 0700 1100 0900 | 12.5 11.0 17.0 17.0 17.5 20.0 12.5 | | PM Peak 1700 1700 1700 1700 1700 1700 1600 | 18.0 25.0 20.7 20.0 25.5 21.5 18.0 | * ‐ No data.

Page 3

E5000N @ HWY 33_WeeklyVehicle

MetroCount Traffic ExecutiveWeekly Vehicle Counts

WeeklyVehicle‐51 ‐‐ English (ENU)











In profile: Vehicles = 3008 / 3047 (98.72%)�Weekly Vehicle Counts WeeklyVehicle‐51



328.084)

Mon Tue Wed Thu Fri Sat Sun Averages 07 Sep 08 Sep 09 Sep 10 Sep 11 Sep 12 Sep 13 Sep 1 ‐ 5 1 ‐ 7 Hour |

Page 1

E5000N @ HWY 33_WeeklyVehicle 0000‐0100 * * * 1 0 1 0 | 0.5 0.5 0100‐0200 * * * 0 0 2 0 | 0.0 0.5 0200‐0300 * * * 0 0 0 0 | 0.0 0.0 0300‐0400 * * * 0 0 0 0 | 0.0 0.0 0400‐0500 * * * 1 0 0 0 | 0.5 0.3 0500‐0600 * * * 1 0 1 0 | 0.5 0.5 0600‐0700 * * * 11 8 2 4 | 9.5 6.3 0700‐0800 * * * 15 20 9 2 | 17.5 11.5 0800‐0900 * * * 25 13 8 8 | 19.0 13.5 0900‐1000 * * * 24 14 16 13 | 19.0 16.8 1000‐1100 * * 0 22 17 13 7 | 13.0 11.8 1100‐1200 * * 0 13 12 19 17 | 8.3 12.2 1200‐1300 * * 0 23 18 12 20 | 13.7 14.6 1300‐1400 * * 0 16 15 14 8 | 10.3 10.6 1400‐1500 * * 18 13 15 15 5 | 15.3 13.2 1500‐1600 * * 24 19 13 8 7 | 18.7 14.2 1600‐1700 * * 30 15 16 9 21 | 20.3 18.2 1700‐1800 * * 18 24 30 21 12 | 24.0 21.0 1800‐1900 * * 21 16 16 19 14 | 17.7 17.2 1900‐2000 * * 21 11 12 10 8 | 14.7 12.4 2000‐2100 * * 18 13 5 10 2 | 12.0 9.6 2100‐2200 * * 3 3 3 4 4 | 3.0 3.4 2200‐2300 * * 5 1 1 0 0 | 2.3 1.4 2300‐2400 * * 0 1 1 0 3 | 0.7

Page 2

E5000N @ HWY 33_WeeklyVehicle 1.0 | Totals _______________________________________________________________|________________

| 0700‐1900 * * * 225 199 163 134 | 196.8 174.7 0600‐2200 * * * 263 227 189 152 | 236.0 206.4 0600‐0000 * * * 265 229 189 155 | 239.0 208.8 0000‐0000 * * * 268 229 193 155 | 240.5 210.5 | AM Peak * * * 0800 0700 1100 1100 | * * * 25 20 19 17 | | PM Peak * * 1600 1700 1700 1700 1600 | * * 30 24 30 21 21 | * ‐ No data. �Weekly Vehicle Counts WeeklyVehicle‐51



328.084)

Page 3

E5000N @ HWY 33_WeeklyVehicle Mon Tue Wed Thu Fri Sat Sun Averages 14 Sep 15 Sep 16 Sep 17 Sep 18 Sep 19 Sep 20 Sep 1 ‐ 5 1 ‐ 7 Hour | 0000‐0100 0 0 1 0 0 0 0 | 0.2 0.1 0100‐0200 0 0 0 0 0 0 2 | 0.0 0.3 0200‐0300 0 0 0 0 0 0 0 | 0.0 0.0 0300‐0400 0 0 0 0 0 0 0 | 0.0 0.0 0400‐0500 0 0 0 1 0 0 1 | 0.2 0.3 0500‐0600 1 1 1 2 1 2 0 | 1.2 1.1 0600‐0700 5 7 6 11 4 4 1 | 6.6 5.4 0700‐0800 8 11 9 9 15 6 6 | 10.4 9.1 0800‐0900 9 13 15 13 13 7 4 | 12.6 10.6 0900‐1000 12 10 8 10 6 11 12 | 9.2 9.9 1000‐1100 14 9 15 14 16 22 10 | 13.6 14.3 1100‐1200 14 6 15 16 14 21 7 | 13.0 13.3 1200‐1300 14 9 9 15 17 18 14 | 12.8 13.7 1300‐1400 14 15 7 14 12 16 12 | 12.4 12.9 1400‐1500 14 9 16 19 14 18 8 | 14.4 14.0 1500‐1600 11 17 12 15 21 15 11 | 15.2 14.6 1600‐1700 10 9 14 19 14 16 15 | 13.2 13.9 1700‐1800 15 23 23 16 21 22 12 | 19.6 18.9 1800‐1900 10 18 10 16 12 11 8 | 13.2 12.1 1900‐2000 5 11 17 6 3 16 16 | 8.4 10.6 2000‐2100 2 8 1 3 2 8 5 | 3.2 4.1

Page 4

E5000N @ HWY 33_WeeklyVehicle2100‐2200 8 2 5 5 2 1 1 | 4.4 3.4 2200‐2300 2 2 4 0 3 1 2 | 2.2 2.0 2300‐2400 0 0 0 0 4 1 0 | 0.8 0.7 | Totals _______________________________________________________________|________________

| 0700‐1900 145 149 153 176 175 183 119 | 159.6 157.1 0600‐2200 165 177 182 201 186 212 142 | 182.2 180.7 0600‐0000 167 179 186 201 193 214 144 | 185.2 183.4 0000‐0000 168 180 188 204 194 216 147 | 186.8 185.3 | AM Peak 1100 0800 1100 1100 1000 1000 0900 | 14 13 15 16 16 22 12 | | PM Peak 1700 1700 1700 1600 1700 1700 1900 | 15 23 23 19 21 22 16 | * ‐ No data. �Weekly Vehicle Counts WeeklyVehicle‐51


24, 2015 Scheme: Vehicle classification (Scheme F3)

Page 5

E5000N @ HWY 33_WeeklyVehicle Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NESW) Sp(6,99) Headway(>0) Span(0 ‐

328.084)

Mon Tue Wed Thu Fri Sat Sun Averages 21 Sep 22 Sep 23 Sep 24 Sep 25 Sep 26 Sep 27 Sep 1 ‐ 5 1 ‐ 7 Hour | 0000‐0100 0 0 0 0 * * * | 0.0 0.0 0100‐0200 0 0 0 0 * * * | 0.0 0.0 0200‐0300 0 0 0 0 * * * | 0.0 0.0 0300‐0400 0 0 0 0 * * * | 0.0 0.0 0400‐0500 2 0 0 0 * * * | 0.5 0.5 0500‐0600 1 0 2 1 * * * | 1.0 1.0 0600‐0700 7 11 8 7 * * * | 8.3 8.3 0700‐0800 13 10 13 17 * * * | 13.3 13.3 0800‐0900 16 8 19 11 * * * | 13.5 13.5 0900‐1000 7 12 17 13 * * * | 12.3 12.3 1000‐1100 6 12 8 15 * * * | 10.3 10.3 1100‐1200 11 4 10 18 * * * | 10.8 10.8 1200‐1300 17 7 19 11 * * * | 13.5 13.5 1300‐1400 13 16 14 8 * * * | 12.8 12.8 1400‐1500 11 20 18 14 * * * | 15.8 15.8 1500‐1600 10 19 14 3 * * * | 11.5 11.5 1600‐1700 18 14 11 0 * * * | 10.8 10.8 1700‐1800 21 27 21 * * * * | 23.0 23.0 1800‐1900 10 16 11 * * * * | 12.3

Page 6

E5000N @ HWY 33_WeeklyVehicle 12.3 1900‐2000 12 9 9 * * * * | 10.0 10.0 2000‐2100 8 7 5 * * * * | 6.7 6.7 2100‐2200 6 4 1 * * * * | 3.7 3.7 2200‐2300 0 0 3 * * * * | 1.0 1.0 2300‐2400 1 1 0 * * * * | 0.7 0.7 | Totals _______________________________________________________________|________________

| 0700‐1900 153 165 175 * * * * | 159.6 159.6 0600‐2200 186 196 198 * * * * | 188.2 188.2 0600‐0000 187 197 201 * * * * | 189.8 189.8 0000‐0000 190 197 203 * * * * | 191.3 191.3 | AM Peak 0800 1000 0800 1100 * * * | 16 12 19 18 * * * | | PM Peak 1700 1700 1700 * * * * | 21 27 21 * * * * | * ‐ No data.

Page 7

E5000N @ State Line_SpeedStat

MetroCount Traffic ExecutiveSpeed Statistics

SpeedStat‐57 ‐‐ English (ENU)

Datasets: Site: [E5000S] E5000S @ State Line Road

Attribute: Teton Count R&B Direction: 6 ‐ West bound A>B, East bound B>A. Lane: 0


Zone: File: E5000S @ State Line 2015‐09‐24.EC0 (Plus )

Identifier: AD52VVNX MC56‐L5 [MC55] (c)Microcom 19Oct04 Algorithm: Factory default axle (v4.05) Data type: Axle sensors ‐ Paired (Class/Speed/Count)






In profile: Vehicles = 1642 / 1724 (95.24%)�Speed Statistics SpeedStat‐57

Site: E5000S.0.1WE Description: E5000S @ State Line Road Filter time: 11:14 Wednesday, September 09, 2015 => 16:33 Thursday, September


328.084)

Vehicles = 1642Posted speed limit = 37 mph, Exceeding = 1 (0.06%), Mean Exceeding = 38.03 mphMaximum = 38.0 mph, Minimum = 6.4 mph, Mean = 20.2 mph85% Speed = 24.8 mph, 95% Speed = 27.1 mph, Median = 20.8 mph10 mph Pace = 16 ‐ 26, Number in Pace = 1194 (72.72%)Variance = 22.86, Standard Deviation = 4.78 mph

Page 1

E5000N @ State Line_SpeedStatSpeed Bins (Partial days)

Speed | Bin | Below | Above | Energy | vMult | n* vMult 0 ‐ 6 | 0 0.0% | 0 0.0% | 1642 100.0% | 0.00 | 0.00 | 0.00 6 ‐ 12 | 123 7.5% | 123 7.5% | 1519 92.5% | 0.00 | 0.00 | 0.00 12 ‐ 19 | 410 25.0% | 533 32.5% | 1109 67.5% | 0.00 | 0.00 | 0.00 19 ‐ 25 | 859 52.3% | 1392 84.8% | 250 15.2% | 0.00 | 0.00 | 0.00 25 ‐ 31 | 242 14.7% | 1634 99.5% | 8 0.5% | 0.00 | 0.00 | 0.00 31 ‐ 37 | 7 0.4% | 1641 99.9% | 1 0.1% | 0.00 | 0.00 | 0.00 37 ‐ 43 | 1 0.1% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 43 ‐ 50 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 50 ‐ 56 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 56 ‐ 62 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 62 ‐ 68 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 68 ‐ 75 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 75 ‐ 81 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 81 ‐ 87 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 87 ‐ 93 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 93 ‐ 99 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00 99 ‐ 106 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00106 ‐ 112 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00112 ‐ 118 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00118 ‐ 124 | 0 0.0% | 1642 100.0% | 0 0.0% | 0.00 | 0.00 | 0.00

Total Speed Rating = 0.00Total Moving Energy (Estimated) = 0.00

Page 2

E5000N @ State Line_VirtWeeklyVehicle

MetroCount Traffic ExecutiveWeekly Vehicle Counts (Virtual Week)

VirtWeeklyVehicle‐56 ‐‐ English (ENU)











In profile: Vehicles = 1642 / 1724 (95.24%)�Weekly Vehicle Counts (Virtual Week) VirtWeeklyVehicle‐56



328.084)

Mon Tue Wed Thu Fri Sat Sun Averages 1 ‐ 5 1 ‐ 7 Hour |

Page 1

E5000N @ State Line_VirtWeeklyVehicle 0000‐0100 0.5 0.0 0.5 0.0 0.0 0.0 0.0 | 0.2 0.1 0100‐0200 0.0 0.0 0.0 0.3 0.0 1.5 0.0 | 0.1 0.3 0200‐0300 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0300‐0400 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0400‐0500 0.0 0.0 0.0 0.0 0.0 0.0 0.0 | 0.0 0.0 0500‐0600 0.0 0.0 0.0 0.0 0.0 1.0 0.0 | 0.0 0.1 0600‐0700 2.0 3.0 1.0 3.7 2.0 1.0 0.5 | 2.5 2.0 0700‐0800 6.0 7.5 7.0 6.3 7.0 3.5 2.5 | 6.7 5.7 0800‐0900 8.5 6.0 6.5 9.0 6.5 7.5 4.5 | 7.5 7.1 0900‐1000 7.5 1.5 2.5 8.0 4.0 7.0 4.5 | 5.0 5.2 1000‐1100 5.0 7.0 5.0 9.7 8.0 5.0 4.5 | 7.2 6.5 1100‐1200 5.5 5.0 2.7 13.0 8.0 8.5 9.5 | 7.0 7.5 1200‐1300 9.0 6.0 5.7 6.0 11.0 8.0 9.5 | 7.3 7.6 1300‐1400 2.0 6.5 2.3 7.3 4.5 7.0 2.0 | 4.6 4.6 1400‐1500 5.0 3.5 11.0 6.7 7.0 9.5 6.0 | 7.0 7.2 1500‐1600 5.0 8.0 13.0 7.0 12.5 8.5 4.5 | 9.3 8.6 1600‐1700 4.5 7.0 15.7 6.3 7.0 8.0 7.5 | 8.6 8.4 1700‐1800 13.0 19.0 21.7 10.5 13.5 8.5 10.5 | 16.1 14.3 1800‐1900 7.0 8.0 12.7 7.0 6.5 8.0 5.5 | 8.6 8.1 1900‐2000 6.5 10.0 9.0 5.5 5.5 10.0 3.0 | 7.5 7.2 2000‐2100 1.0 2.0 5.3 5.5 2.5 3.5 3.5 | 3.5 3.5 2100‐2200 1.5 1.5 1.7 1.0 0.5 2.0 1.5 | 1.3 1.4 2200‐2300 0.0 0.5 2.3 1.0 1.0 1.0 0.5 | 1.1 1.0 2300‐2400 0.0 0.0 0.0 0.0 0.5 0.5 0.0 | 0.1

Page 2

E5000N @ State Line_VirtWeeklyVehicle 0.1 | Totals _______________________________________________________________|________________

| 0700‐1900 78.0 85.0 105.7 96.8 95.5 89.0 71.0 | 94.8 90.8 0600‐2200 89.0 101.5 122.7 112.5 106.0 105.5 79.5 | 109.4 104.9 0600‐0000 89.0 102.0 125.0 113.5 107.5 107.0 80.0 | 110.6 106.0 0000‐0000 89.5 102.0 125.5 113.8 107.5 109.5 80.0 | 110.8 106.5 | AM Peak 0800 0700 0700 1100 1100 1100 1100 | 8.5 7.5 7.0 13.0 8.0 8.5 9.5 | | PM Peak 1700 1700 1700 1700 1700 1900 1700 | 13.0 19.0 21.7 10.5 13.5 10.0 10.5 | * ‐ No data.

Page 3

E5000N @ State Line_WeeklyVehicle

MetroCount Traffic ExecutiveWeekly Vehicle Counts

WeeklyVehicle‐55 ‐‐ English (ENU)











In profile: Vehicles = 1642 / 1724 (95.24%)�Weekly Vehicle Counts WeeklyVehicle‐55



328.084)

Mon Tue Wed Thu Fri Sat Sun Averages 07 Sep 08 Sep 09 Sep 10 Sep 11 Sep 12 Sep 13 Sep 1 ‐ 5 1 ‐ 7 Hour |

Page 1

E5000N @ State Line_WeeklyVehicle 0000‐0100 * * * 0 0 0 0 | 0.0 0.0 0100‐0200 * * * 1 0 3 0 | 0.5 1.0 0200‐0300 * * * 0 0 0 0 | 0.0 0.0 0300‐0400 * * * 0 0 0 0 | 0.0 0.0 0400‐0500 * * * 0 0 0 0 | 0.0 0.0 0500‐0600 * * * 0 0 0 0 | 0.0 0.0 0600‐0700 * * * 3 2 0 1 | 2.5 1.5 0700‐0800 * * * 5 10 5 2 | 7.5 5.5 0800‐0900 * * * 19 8 11 7 | 13.5 11.3 0900‐1000 * * * 17 4 11 3 | 10.5 8.8 1000‐1100 * * * 17 9 6 2 | 13.0 8.5 1100‐1200 * * 0 24 10 9 8 | 11.3 10.2 1200‐1300 * * 0 11 13 9 11 | 8.0 8.8 1300‐1400 * * 0 11 4 6 1 | 5.0 4.4 1400‐1500 * * 19 10 6 11 5 | 11.7 10.2 1500‐1600 * * 23 5 10 8 3 | 12.7 9.8 1600‐1700 * * 28 12 3 8 8 | 14.3 11.8 1700‐1800 * * 23 18 21 10 10 | 20.7 16.4 1800‐1900 * * 21 9 5 10 6 | 11.7 10.2 1900‐2000 * * 15 5 8 10 1 | 9.3 7.8 2000‐2100 * * 10 9 4 3 3 | 7.7 5.8 2100‐2200 * * 1 1 0 4 1 | 0.7 1.4 2200‐2300 * * 4 2 1 1 0 | 2.3 1.6 2300‐2400 * * 0 0 0 0 0 | 0.0

Page 2

E5000N @ State Line_WeeklyVehicle 0.0 | Totals _______________________________________________________________|________________

| 0700‐1900 * * * 158 103 104 66 | 139.8 115.8 0600‐2200 * * * 176 117 121 72 | 160.0 132.3 0600‐0000 * * * 178 118 122 72 | 162.3 133.9 0000‐0000 * * * 179 118 125 72 | 162.8 134.9 | AM Peak * * * 1100 1100 0900 1100 | * * * 24 10 11 8 | | PM Peak * * 1600 1700 1700 1400 1200 | * * 28 18 21 11 11 | * ‐ No data. �Weekly Vehicle Counts WeeklyVehicle‐55



328.084)

Page 3

E5000N @ State Line_WeeklyVehicle Mon Tue Wed Thu Fri Sat Sun Averages 14 Sep 15 Sep 16 Sep 17 Sep 18 Sep 19 Sep 20 Sep 1 ‐ 5 1 ‐ 7 Hour | 0000‐0100 1 0 1 0 0 0 0 | 0.4 0.3 0100‐0200 0 0 0 0 0 0 0 | 0.0 0.0 0200‐0300 0 0 0 0 0 0 0 | 0.0 0.0 0300‐0400 0 0 0 0 0 0 0 | 0.0 0.0 0400‐0500 0 0 0 0 0 0 0 | 0.0 0.0 0500‐0600 0 0 0 0 0 2 0 | 0.0 0.3 0600‐0700 1 3 1 8 2 2 0 | 3.0 2.4 0700‐0800 4 9 4 6 4 2 3 | 5.4 4.6 0800‐0900 7 6 4 3 5 4 2 | 5.0 4.4 0900‐1000 6 0 3 2 4 3 6 | 3.0 3.4 1000‐1100 5 7 6 5 7 4 7 | 6.0 5.9 1100‐1200 11 4 3 3 6 8 11 | 5.4 6.6 1200‐1300 8 8 10 5 9 7 8 | 8.0 7.9 1300‐1400 2 6 4 8 5 8 3 | 5.0 5.1 1400‐1500 8 2 7 7 8 8 7 | 6.4 6.7 1500‐1600 2 9 5 13 15 9 6 | 8.8 8.4 1600‐1700 7 3 14 7 11 8 7 | 8.4 8.1 1700‐1800 13 14 18 3 6 7 11 | 10.8 10.3 1800‐1900 6 8 10 5 8 6 5 | 7.4 6.9 1900‐2000 6 7 4 6 3 10 5 | 5.2 5.9 2000‐2100 0 3 2 2 1 4 4 | 1.6 2.3

Page 4

E5000N @ State Line_WeeklyVehicle2100‐2200 2 2 4 1 1 0 2 | 2.0 1.7 2200‐2300 0 1 2 0 1 1 1 | 0.8 0.9 2300‐2400 0 0 0 0 1 1 0 | 0.2 0.3 | Totals _______________________________________________________________|________________

| 0700‐1900 79 76 88 67 88 74 76 | 79.6 78.3 0600‐2200 88 91 99 84 95 90 87 | 91.4 90.6 0600‐0000 88 92 101 84 97 92 88 | 92.4 91.7 0000‐0000 89 92 102 84 97 94 88 | 92.8 92.3 | AM Peak 1100 0700 1000 0600 1000 1100 1100 | 11 9 6 8 7 8 11 | | PM Peak 1700 1700 1700 1500 1500 1900 1700 | 13 14 18 13 15 10 11 | * ‐ No data. �Weekly Vehicle Counts WeeklyVehicle‐55


24, 2015 Scheme: Vehicle classification (Scheme F3)

Page 5

E5000N @ State Line_WeeklyVehicle Filter: Cls(1 2 3 4 5 6 7 8 9 10 11 12 ) Dir(NESW) Sp(6,99) Headway(>0) Span(0 ‐

328.084)

Mon Tue Wed Thu Fri Sat Sun Averages 21 Sep 22 Sep 23 Sep 24 Sep 25 Sep 26 Sep 27 Sep 1 ‐ 5 1 ‐ 7 Hour | 0000‐0100 0 0 0 0 * * * | 0.0 0.0 0100‐0200 0 0 0 0 * * * | 0.0 0.0 0200‐0300 0 0 0 0 * * * | 0.0 0.0 0300‐0400 0 0 0 0 * * * | 0.0 0.0 0400‐0500 0 0 0 0 * * * | 0.0 0.0 0500‐0600 0 0 0 0 * * * | 0.0 0.0 0600‐0700 3 3 1 0 * * * | 1.8 1.8 0700‐0800 8 6 10 8 * * * | 8.0 8.0 0800‐0900 10 6 9 5 * * * | 7.5 7.5 0900‐1000 9 3 2 5 * * * | 4.8 4.8 1000‐1100 5 7 4 7 * * * | 5.8 5.8 1100‐1200 0 6 5 12 * * * | 5.8 5.8 1200‐1300 10 4 7 2 * * * | 5.8 5.8 1300‐1400 2 7 3 3 * * * | 3.8 3.8 1400‐1500 2 5 7 3 * * * | 4.3 4.3 1500‐1600 8 7 11 3 * * * | 7.3 7.3 1600‐1700 2 11 5 0 * * * | 4.5 4.5 1700‐1800 13 24 24 * * * * | 20.3 20.3 1800‐1900 8 8 7 * * * * | 7.7

Page 6

E5000N @ State Line_WeeklyVehicle 7.7 1900‐2000 7 13 8 * * * * | 9.3 9.3 2000‐2100 2 1 4 * * * * | 2.3 2.3 2100‐2200 1 1 0 * * * * | 0.7 0.7 2200‐2300 0 0 1 * * * * | 0.3 0.3 2300‐2400 0 0 0 * * * * | 0.0 0.0 | Totals _______________________________________________________________|________________

| 0700‐1900 77 94 94 * * * * | 85.3 85.3 0600‐2200 90 112 107 * * * * | 99.3 99.3 0600‐0000 90 112 108 * * * * | 99.7 99.7 0000‐0000 90 112 108 * * * * | 99.7 99.7 | AM Peak 0800 1000 0700 1100 * * * | 10 7 10 12 * * * | | PM Peak 1700 1700 1700 * * * * | 13 24 24 * * * * | * ‐ No data.

Page 7

APPENDIX B

ITD T RAFFIC COUNT

DATA

Route Segment Beg MP End MP Year AADT Description Begin PointSH-33 002460 137.266 140.893 1990 1,710 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1991 1,710 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1992 2,500 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1993 2,500 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1994 2,500 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1995 3,000 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1996 3,200 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1997 3,800 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1998 4,100 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 1999 4,300 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2000 4,700 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2001 4,900 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2002 5,100 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2003 5,100 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2004 5,100 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2005 5,100 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2006 5,100 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2007 5,500 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2008 5,500 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2009 5,600 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2010 5,800 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2011 4,000 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2012 4,300 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.892 2013 4,300 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.892 2014 4,300 PACKSADDLE/PEACOCK RDSSH-33 002460 137.266 140.893 2015 4,300 PACKSADDLE/PEACOCK RDS

ITD SH-33 Traffic Counts MP 137.266 - 140.893

Description End PointHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVEHARPER AVE

ITD SH-33 Traffic Counts MP 137.266 - 140.893

APPENDIX C

ITD G ROW TH

PROJECTION REPORT

AA

DT

Vo

lum

e P

roje

ctio

n R

epo

rtS

H03

3R

oute

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0

139.

000

Seg

men

tM

ilepo

st F

rom

Mile

post

To

Tra

ffic

Dat

a

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rt

End

Pro

ject

ion

2015

2025

2035

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rF

rom

To

Seg

men

t

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TD

HV

CD

HV

DIR

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m D

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on

To

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AA

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DH

V%

CD

HV

%20

1500

2460

135.

500

133.

000

3,40

040

060

/40%

N 5

0 W

RD

(B

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R R

D)

140

11.7

610

7.14

137.

266

135.

500

3,50

041

060

/40%

N 5

0 W

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(B

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R R

D)

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RD

S14

011

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107.

14

139.

000

137.

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4,30

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CK

RD

S32

011

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309.

38

2015

Wei

gh

ted

ave

rag

es3,

690

430

2019

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7.79

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5.50

013

3.00

03,

750

440

60/4

0%N

50

W R

D (

BA

LER

RD

)17

011

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105.

88

137.

266

135.

500

3,86

045

060

/40%

N 5

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RD

(B

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R R

D)

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139.

000

137.

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e 1

of 1

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tem

ber

16, 2

016

APPENDIX D

U.S. C ENSUS

POPULATION REPORTS

Po

pu

lati

on

E

stim

ate

Est

imate

Est

imate

Est

imate

Est

imate

Est

imate

Est

ima

teE

stim

ate

Est

ima

te

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

19

90

19

91

1992

1993

1994

1995

19

96

19

97

19

98

Un

ited

Sta

tes

24

9,6

22

,81

42

52

,98

0,9

41

256,5

14,2

24

259,9

18,5

88

263,1

25,8

21

266,2

78

,39

32

69

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27

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1,0

12

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41

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16

1,0

71,6

85

1,1

08,7

68

1,1

45,1

40

1,1

77,3

22

1,2

03

,08

31

,22

8,5

20

1,2

52

,33

0

Tet

on C

ounty

3,4

58

3,6

03

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02

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82

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99

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SOU

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Ju

ly 1

Ju

ly 1

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ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

1999

20

00

20

00

2001

2002

2003

2004

20

05

20

06

20

07

27

9,0

40,1

68

28

1,4

21

,90

62

82

,16

2,4

11

284,9

68,9

55

287,6

25,1

93

290,1

07,9

33

292,8

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98

295

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29

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23

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75,6

74

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31

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30

1,3

19,9

62

1,3

40,3

72

1,3

63,3

80

1,3

91,8

02

1,4

28

,24

11

,46

8,6

69

1,5

05

,10

5

5,7

05

5,9

99

6,0

98

6,4

55

6,8

49

7,1

93

7,4

60

7,8

14

8,2

70

8,9

32

U.S

. C

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Est

imate

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Est

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Est

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Est

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stim

ate

% G

row

th

Ju

ly 1

Ju

ly 1

Ap

ril

1Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

Ju

ly 1

2008

20

09

20

10

2010

2011

2012

2013

20

14

20

15

30

4,0

93,9

66

30

6,7

71

,52

93

08

,74

5,5

38

309,3

46,8

63

311,7

18,8

57

314,1

02,6

23

316,4

27,3

95

318,9

07

,40

13

21

,41

8,8

20

1.0

73

36

82

1,5

34,3

20

1,5

54

,43

91

,56

7,5

82

1,5

70,9

86

1,5

84,1

34

1,5

96,0

97

1,6

12,7

85

1,6

34

,80

61

,65

4,9

30

2.0

92

56

16

9,6

27

10

,04

11

0,1

70

10,1

57

10,1

82

10,0

89

10,2

85

10

,30

71

0,5

64

4.7

87

18

55

U.S

. C

ensu

s B

ure

au, P

op

ula

tio

n D

ivis

ion

APPENDIX E

CUTTHROAT CREEK

MASTER PLAN

PROJECT NAMESCALE :

DRAWN BY:

CHECKED BY:

PROJ. #:

DESIGNED BY:

DATE:

SH

EE

T #REVISIONS:

AS SHOWN

RGB

RCP

XXX

14002-178-1

CUTTHROAT CREEK SUBDIVISIONPRELIMINARY IMPROVEMENT PLANS

MASTER PLAN

MP

-1

LE

GE

ND

0

SC

AL

E: 1

" =

(S

HE

ET

)2

00

'

20

0'

20

0'

10

0'

40

0'

24

" X

36

"

2/20/2017

creek subdivision - minor traffic i study

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