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City of Pullman Comprehensive Plan Update Transportation Final Technical Memorandum February 12, 2018

City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

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Page 1: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

City of Pullman Comprehensive Plan Update

Transportation Final Technical Memorandum

February 12, 2018

Page 2: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

City of Pullman

Comprehensive Plan Update

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Comprehensive Plan Update

Table of Contents Comprehensive Plan Update Process ........................................................................................................... 1 Purpose of Report ......................................................................................................................................... 1 Transportation System .................................................................................................................................. 1

Roadway Classifications ............................................................................................................................ 2 Proposed Major Roadways ................................................................................................................... 3 Minor Arterials ...................................................................................................................................... 4 Collector Streets .................................................................................................................................... 4 Local Streets .......................................................................................................................................... 5

Roadway Classification Design Elements/Standards ................................................................................ 5 Transportation Model ................................................................................................................................... 8

Vistro, Future Traffic Volumes and Distribution ....................................................................................... 8 Alternative Scenarios .................................................................................................................................... 9

Alternative Scenario A: Modified 2013 Comprehensive Plan Updated - Preferred ............................ 9 Alternative Scenario B: Compact Higher Density................................................................................ 10 Alternative Scenario C: Pullman-Moscow Corridor ........................................................................... 11

Proposed Roadway Projects and Classified Roadways ............................................................................... 13 Bicycle and Pedestrian Planning ................................................................................................................. 14

Pedestrian ............................................................................................................................................... 15 Bicycle ..................................................................................................................................................... 15

Appendices .................................................................................................................................................. 17 Appendix A – Roadway and Intersection Traffic Counts......................................................................... 17 Appendix B – Vistro Output .................................................................................................................... 17

Bibliography ................................................................................................................................................ 17 List of Tables TABLE 1. ROADWAY DESIGN STANDARDS SUMMARY ............................................................................................... 5 TABLE 2. PULLMAN LAND USES AND TRIP GENERATION RATES ................................................................................. 8 TABLE 3. ALTERNATIVE SCENARIO A: 2013 COMPREHENSIVE PLAN (PREFERRED) TRIPS................................................ 9 TABLE 4. ALTERNATIVE SCENARIO B: COMPACT HIGHER DENSITY TRIPS .................................................................. 11 TABLE 5. ALTERNATIVE SCENARIO C: PULLMAN-MOSCOW CORRIDOR TRIPS ............................................................. 12 TABLE 6. BICYCLE DESIGN GUIDELINES SUMMARY ................................................................................................ 16

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List of Figures FIGURE 1. FEDERAL FUNCTIONAL CLASSIFICATION SYSTEM ROADWAYS ...................................................................... 3 FIGURE 2. STANDARD CONSTRUCTION SPECIFICATIONS – 2016 EDITION, STANDARD DRAWING 2 .................................. 6 FIGURE 3. STANDARD CONSTRUCTION SPECIFICATIONS – 2016 EDITION, STANDARD DRAWING 3 .................................. 7 FIGURE 4. ALTERNATIVE SCENARIO A COMPARATIVE VOLUMES .............................................................................. 10 FIGURE 5. ALTERNATIVE SCENARIO B COMPARATIVE VOLUMES .............................................................................. 11 FIGURE 6. ALTERNATIVE SCENARIO C COMPARATIVE VOLUMES .............................................................................. 12 FIGURE 7. PEDESTRIAN/BICYCLE NETWORK ......................................................................................................... 16

List of Acronyms ADT Average Daily Traffic DEA David Evans and Associates, Inc. LOS Level of service mph Miles per hour SR State Route TAZ Transportation Analysis Zone UGA Urban Growth Area WSDOT Washington State Department of Transportation WSU Washington State University

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City of Pullman

Comprehensive Plan Update

Comprehensive Plan Update Process The City of Pullman’s current Comprehensive Plan was adopted in 1999. City of Pullman Design Standards and a Transit Development Plan were both adopted in 2012. Because of the age of the current plan, the City has contracted with David Evans and Associates, Inc. (DEA) to assist in a full update to the Comprehensive Plan.

As a first step, City staff collected information on existing conditions and trends in the region. This information is summarized in the Existing Conditions and Future Forecast Technical Memorandum and was used to develop and compare the alternative scenarios in this report.

On May 5, 2016, the City planning department conducted a meeting at City Hall to solicit input from community members regarding existing and proposed policies for the Comprehensive Plan Update. The policies and vision statement serve as a blueprint to guide growth and development within the City for a 20- to 50-year planning horizon, in a manner that reflects the collective values of the community as a whole. A total of 25 citizens attended the workshop, as well as several Planning Commission and City Council members. Planning staff members provided a written synopsis of the existing and proposed policies and requested verbal and written feedback from those in attendance. This report uses the resulting policy statements to guide the transportation discussion.

Purpose of Report

City staff members developed three preliminary alternative land use scenarios that address issues identified in the Existing Conditions and Future Forecast Technical Memorandum and the Community Vision and Preliminary Goals Policy Bulletin. The transportation effects of these three alternatives on the roadway system were reviewed in relation to the existing road network. Results identify the amount of volume expected on roadways based on the three different land use scenarios. Higher volume roadways will need to be monitored for future potential roadway projects.

Transportation System Several national or state highways are located in the vicinity of Pullman. U.S. Highway 195 extends from Spokane to the Idaho state border just north of Lewiston, Idaho, and the city limits abut a portion of this roadway on the west side of town. Washington State Route (SR) 270 runs 9.9 miles from Highway 195 through Pullman’s city center to the Idaho border at Moscow, Idaho. SR 27 extends north-south through the City as Grand Avenue; overall, this route links Spokane Valley to Highway 195 just south of the Pullman city limits.

A network of roads within the City connects to the national and state highways that traverse the area. In accordance with state law, the City administers a “functional classification system” for its streets. This system involves the designation of local roadways in a hierarchical arrangement to guide future use and development of these streets and adjacent properties. Streets are classified as major arterials, secondary arterials, and collector arterials. All of the routes not designated as arterials are classified as

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local access streets. This functional classification system directly relates to design standards adopted by the City.

Pullman’s largest traffic volumes are concentrated in the center of the City. Grand Avenue (SR 27) experiences the City’s highest traffic volumes. Grand Avenue bisects downtown and is a major thoroughfare that sustains, on average, 15,000 vehicles per day. An average of 10,000 vehicles per day use Stadium Way, Bishop Boulevard, and SR 270, which passes through downtown as E Main Street and NW Davis Way. Pullman experiences its heaviest traffic central to its busiest places—major commercial districts, the Washington State University (WSU) campus, and the high-density neighborhoods of College Hill.

Roadway Classifications The roadways as classified in this section are included in the Federal Functional Classification System available in the web-based map link and illustrated in Figure 1 (http://wsdot.maps.arcgis.com/home/webmap/viewer.html?useExisting=1&layers=5fa0e9671d104edfadb7fa4e7f9ed17f). According to WSDOT, the premise to this process is the recognition that individual routes do not serve travel independently in any major way. The functional classes of roadways are defined based on the amount of traffic they carry and their purpose within the greater roadway network. Functional classification defines the part that any particular route should play in serving the flow of trips through a highway network.

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Figure 1. Federal Functional Classification System Roadways

Proposed Major Roadways There are two proposed bypass routes around the City that would be classified as principal arterials. The North Bypass (designated originally as SR 276) would connect US 195 northeast of the City to SR 27 at N Grand Avenue and continue to SR 270 near the edge of the eastern City limits. In 2016, the state removed SR 276 from the state highway system, as the first step needed to surplus the right-of-way. The Washington State Department of Transportation (WSDOT) still owns the right-of-way, but it is no longer designated as a state highway. WSDOT has procedures for releasing right-of-way to local control, and its stated preference is to transfer the right-of-way to the City of Pullman and Whitman County. The extent of right-of-way that would be released to each entity has yet to be determined. The City has contracted with a local engineering firm to prepare a study in this regard for presentation at a joint City-County meeting later in 2018.

The South Bypass would connect US 195 near the south end of the City to SR 270 at its intersection with NE Terre View Drive. A portion of the South Bypass has been constructed within the Palouse Business Center Subdivision located east of the Pullman Cemetery.

Two ring routes are also planned for the western portion of the City to complement the existing ring routes on College Hill (NE Terre View Drive) and Pioneer Hill (SE Bishop Boulevard). The southwest ring

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route, portions of which are currently constructed as SW Golden Hills Drive on Sunnyside Hill, is proposed to connect SR 270 at NW Davis Way to SR 27 at S Grand Avenue. The northwest ring route that would skirt Military Hill is just a planned roadway at this time. This route would extend from Albion Road to SR 270 at NW Davis Way.

All four of the above-mentioned routes would, of course, provide for easier navigation around the City and they are still planned improvements. As noted, the status of the North Bypass is pending. The other three roadways are being constructed as development occurs along the respective routes. Figure 1 shows the location of these proposed major roadways.

Principal Arterials

Principal arterials serve the most vehicles and may carry more than 20,000 vehicles per day. They provide continuity for major connections by serving community activity centers and providing large corridor movements such as between Pullman and Moscow.

Existing principal arterials within Pullman include: SR 270, SR 27, and Stadium Way. Since the adoption of the 1999 Comprehensive Plan, the desires of many in the community have been met as Hwy 270 between Pullman and Moscow is now a four-lane highway with a center turn lane its entire length. Although widening US 195 northeast to Colfax would also benefit from being a four-lane highway, this is still a long-term goal rather than a proposed project.

Minor Arterials Minor arterials serve as connector streets between principal arterials and collector streets. They provide for moderately large volumes of vehicles of up to 14,000 per day.

Minor arterials within Pullman include portions of Hwy 27, Terre View Dr, Maiden Ln, NE Opal St, NE Colorado St, Thatuna St, NE B St, NE Campus St, Spokane St, NE North Fairway Rd, NE Kamiaken St, NE Olsen St, portions of Old Wawawai Rd, Bishop Blvd, Grimes Way, and Airport Rd.

Collector Streets Collectors serve a critical piece in any roadway network. They gather local traffic and funnel it onto the more heavily traveled arterial roadways that provide connections to community activity centers. Collector streets carry up to approximately 6,000 vehicle per day.

Collector streets include portions of the following roadways:

Hwy 27 Larry St NW Hall Dr Stadium Way Merman Dr NW Darrow St NW Bryant St Harrison St

Ritchie St NW State St Valley Rd NE B St Clifford St NW Park St NW Guy St Whitman St

Orchard Dr Spring St W Main St Skyline Dr SW Center St SE Rocky Way SE South St SE Spring St

Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd.

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Local Streets Local roadways account for the majority of roads based on lane-miles. They provide the highest access to property while connecting to the collector arterial system, which is used to provide mobility for through travel. Local streets consist of all roadways not otherwise classified.

Roadway Classification Design Elements/Standards The City of Pullman Design Standards 2012 Edition (Pullman, Design Standards - 2012 Edition, 2012) and the City of Pullman Standard Construction Specifications 2016 Edition (Pullman, Standard Construction Specifications - 2016 Edition, 2016) both provide detail on roadway standards and design specifications.

The Design Standards specify that “all streets shall have a minimum width as shown in Pullman Standard Drawing 2 or 3” with a few exceptions. One of those exceptions is the ”width of arterial streets shall be as determined by the Director with a collector arterial minimum curb-to-curb width of 38 feet, and a minimum curb-to-curb width of 46 feet for other arterials”. Other exceptions to width may be made for necessary turn lanes, bike lanes or designated bike routes, and for other special circumstances. Sidewalks are required on both sides of all streets with widths varying from 5 feet to 7 feet depending on street classifications and streetscapes (planting strips). These standards are summarized in Table 1. Standard drawings 2 and 3 are shown below as Figure 2 and Figure 3. However, these are incorporated for ease of use and the updated versions of the Design Standards and Standard Construction Specifications should always be referenced as the final and approved standards. The Design Standards also specify “The minimum acceptable level of service (LOS), as defined by the Transportation Research Board in the 2000 Highway Capacity manual, shall be LOS D for signalized intersections and LOS E for any individual movement of unsignalized intersections.”

Table 1. Roadway Design Standards Summary Speed

(mph) Lane Width

(curb to curb)1 Sidewalk ADT

(vehicles per day) LOS

Principal Arterial 40 46’ min 7’ min 10,000 to 20,000+ Minor Arterial 35 46’ min 7’ min 6,000 to 14,000 Collector 30 38’ min 6’ min 2 6,000 Local Roadway 25 34’ min 6’ min 2 Up to 6,000

Source: (Pullman, Design Standards - 2012 Edition, 2012) and (Pullman, Standard Construction Specifications - 2016 Edition, 2016) 1 Extra width may be necessary for turn lanes, bicycle routes, or bike lanes 2 Sidewalk may be reduced to 5’ if a 30” minimum planter strip is provided between the curb and sidewalk

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Figure 2. Standard Construction Specifications – 2016 Edition, Standard Drawing 2

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Figure 3. Standard Construction Specifications – 2016 Edition, Standard Drawing 3

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Transportation Model A variety of transportation modeling programs are available to allow for the estimation of future traffic volumes and their effect on the roadway system. Identifying future traffic volumes and which roads are affected by those volumes allows jurisdictions to plan for future conditions. These future conditions provide insight into where intersections and roadways may need to be improved to accommodate the future demand. Based on recommendations from the consultant project team and the level of detail warranted for this analysis, the City of Pullman chose to use PTV Vistro as a modeling tool for evaluating future volumes on the roadway network.

Vistro, Future Traffic Volumes and Distribution PTV Vistro is a simplified travel demand modeling software that uses transportation analysis zones (TAZs) to identify trips between different areas based on land use. Each type of land use generates vehicle trips at different rates. Table 2 shows the City land uses and their identified trip rates.

Table 2. Pullman Land Uses and Trip Generation Rates Land Use Trips Per Acre

Alt A Trips Per Acre

Alt B Trips Per Acre

Alt C Low Density Residential 3 5.25 4.5 Medium Density Residential N/A 9.8 8.4 High Density Residential 12 15 12 Mixed Use 11.2 N/A N/A Commercial 8 16 12 Industrial 4 12 8 Public Facility 74.9 74.9 74.9 Washington State University 1.71 1.71 1.71

Traffic was broken down into 16 TAZs in order to distribute daily traffic volumes and to estimate future traffic volumes throughout the City’s roadway network. The TAZs were defined based on geographic features, arterial and collector roadways, and existing or expected development areas. The Trip Rate Per Acre listed in Table 2 are primarily based on the land use assumptions defined in the 2013 Comprehensive Plan update, with the exception of Public Facilities and the University, which were based on ITE Trip Generation rates. Given the expected trip generation of each land use and the quantity of those land uses in the TAZs, daily trips were calculated and are summarized for each of the Alternative Scenarios.

The evaluation of potential transportation improvements based on traffic projections identifies impacts to operations of critical streets and intersections. The evaluation includes analysis of land use, transportation demand strategies, transportation system options, potential major street improvement projects, new bicycle and pedestrian facilities as well as the potential for other modes of travel within the City.

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Alternative Scenarios As noted in the Land Use Scenarios Technical Memorandum, three alternative land use scenarios were identified. These three alternative land use scenarios were modeled in PTV Vistro and analyzed in order to identify potential overall transportation system deficiencies, including congestion and roadway costs, along with potential land use impacts. The purpose of this comparison is to look at the relative volume of daily trips generated in the PTV Vistro model between the networks. According to the WSDOT Highway Functional Classification: Concepts, Criteria, and Procedures, urban collectors typically exhibit a volume between 1,100-6,300 vehicles per day. Urban arterials accommodate much higher volumes with 3,000-14,000 on minor arterials and 7,000-27,000 vehicles per day on principal arterials. A commonly recognized capacity for a 3-lane roadway (one in each direction and a center turn lane) is 17,000 vehicles per day.

Alternative Scenario A: Modified 2013 Comprehensive Plan Updated - Preferred As noted in the Land Use Scenarios Technical Memorandum, Alternative Scenario A is focused more on low density residential as a buffer between the denser city core and the agricultural land on the outskirts of town. There are new recommended high-density residential areas north and west of the WSU campus. Additionally, Alternative Scenario A is the only scenario with a mixed used designation and assumes development in the entire urban growth area (UGA). Trips are concentrated along N Grand Avenue/SR 27, SR 270, Stadium Way, North Fairway Road, Grimes Way, and Airport Road. Table 3 lists the land use acreages and estimated trips that would be generated while Figure 4 shows the comparative traffic volumes across the roadway network.

Table 3. Alternative Scenario A: Modified 2013 Comprehensive Plan (Preferred) Trips

Land Use Acres Trips Low Density Residential 6888 5166 High Density Residential 2535 1521 Mixed Use 346 277 Commercial 2424 2424 Industrial 2093 2093 Public Facility 335 168 Washington State University 2114 2114

TOTAL 16,735 13,762

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Figure 4. Alternative Scenario A Comparative Volumes

Alternative Scenario B: Compact Higher Density Alternative Scenario B is a compact higher density land use scenario with less low-density residential overall and greater commercial density areas to promote more walkable hubs of activity. This scenario does not include land use designations for the entire UGA. Trips are concentrated along N Grand Avenue/SR 27, SR 270, Stadium Way, Valley Road, Old Wawawai Road, and Bishop Boulevard. Table 4 lists the land use acreages and trips generated while Figure 5 illustrates the comparative traffic volumes across the roadway network.

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Table 4. Alternative Scenario B: Compact Higher Density Trips Land Use Acres Trips Low Density Residential 1574 1180 Medium Density Residential 474 332 High Density Residential 1021 612 Commercial 741 741 Industrial 1104 1104 Public Facility 118 59 Washington State University 1856 1856 TOTAL 6,888 5,885

Figure 5. Alternative Scenario B Comparative Volumes

Alternative Scenario C: Pullman-Moscow Corridor The purpose of Alternative Scenario C is to enable corridor growth that would foster a stronger link between the Pullman and Moscow. This scenario allows for more commercial, industrial, and medium density residential along the corridor, but again does not include land use designations for the entire

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UGA. Trips are concentrated along N Grand Avenue/SR 27, SR 270, Stadium Way, North Fairway Road, Grimes Way, Airport Road, and Bishop Boulevard. Table 5 lists the land use acreages and trips generated while Figure 6 shows the comparative traffic volumes across the roadway network.

Table 5. Alternative Scenario C: Pullman-Moscow Corridor Trips Land Use Acres Trips Low Density Residential 1954 1466 Medium Density Residential 1317 922 High Density Residential 1160 696 Commercial 1049 1049 Industrial 1840 1840 Public Facility 124 562 Washington State University 1734 1734 TOTAL 9,179 7,769

Figure 6. Alternative Scenario C Comparative Volumes

All three scenarios are expected to change the current pattern for traffic flow. Although Alternative Scenario A would be the most similar to current traffic patterns, it would also add additional traffic to

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Old Wawawai Road, N Fairway Road, Stadium Way and the two highways bisecting town. Alternative B would balance the traffic within the city better, but would add decidedly more traffic on Stadium Way south of Fairway Road. Alternative C would add the most traffic to College Hill on N Fairway Road, Stadium Way, Grimes Way, and Airport Road. The preferred land use scenario is Alternative A.

Proposed Roadway Projects and Classified Roadways With the selection of Alternative Scenario A as the preferred alternative, it is important to identify potential roadway projects to keep the roadway network functioning in the future. The functional classification of roadways looks to maintain consistency with the projected traffic with the exception of W Main Street between Old Wawawai Road and SR 27, which may need to be upgraded to a minor arterial classification.

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Roadways that may need to be monitored for future capacity projects include:

• NE North Fairway Rd: currently a two-lane roadway that may need to be expanded into a four-lane roadway.

• Stadium Way: this four-lane roadway with a center turn lane may reach capacity, but based on existing development and right-of-way, there are probably no options for expanding this roadway. The best options to relieve congestion here would be through transit service and encourage bicycle and pedestrian travel.

• Old Wawawai Rd: currently a two-lane road with few turn lanes, traffic flow may be improved by providing turn lanes/turn pockets and acceleration lanes at most, if not all, intersections.

• W Main St: this two-lane road may need a center turn lane or need to be converted into a four-lane roadway to accommodate future growth.

• Grimes Way: currently a two-lane roadway that may need to have a center turn lane added or be expanded by into a four-lane roadway to accommodate future traffic.

Bicycle and Pedestrian Planning Bicycle and pedestrian planning is an important element of the transportation infrastructure for the City of Pullman. As part of this comprehensive plan update, draft Goal T2 is to “Maintain and enhance the nonmotorized transportation system consistent with the city’s approved pedestrian/bicycle circulation plan.” The City of Pullman Pedestrian/Bicycle Circulation Plan’s goals include “encourage and facilitate the use of non-motorized transportation methods and enhance and expand the existing non-motorized transportation system in a manner which benefits the community.” (Pullman, Pedestrian Bicycle Circulation Plan, 1996) A bicycle and pedestrian plan map is displayed in Figure 7.

Adopted in 1996, the City of Pullman Pedestrian/Bicycle Circulation Plan outlines the City’s goals and methods to improve the pedestrian and bicycle transportation system. The plan aims to encourage the use of non-motorized vehicles by promoting bike and pedestrian route safety, accessibility and interconnectivity. The City evaluated the existing bike lanes and found that some were too narrow, had excessive grades, were poorly maintained, or lacked adequate measures to avoid vehicular conflicts.1 The plan identifies and ranks priority areas for improvement. Most pedestrian and bicycle traffic is located around the central business district and the WSU campus.

WSU plans to improve conditions for pedestrians and cyclists on campus by creating a grid system that expands access to different points on campus separate from motorized vehicle routes. WSU plans to develop routes that pedestrians and motor vehicles must share to more of a pedestrian scale. Although bicycle use on campus is now relatively low, WSU anticipates an increase in the use of bicycles in the future as a result of future changes in enrollment and parking availability. The university is exploring ways to implement bike-friendly policies, including increasing the supply of secure and covered bike parking,

1 City of Pullman, City of Pullman Pedestrian/Bicycle Circulation Plan, 1996.

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requiring shower facilities in new buildings, striping bike lanes, and adding more bikes and stations to their Green Bike share system.2

Pedestrian In order to promote pedestrian travel, particularly with its large WSU student population, the City has been proactive by requiring sidewalks on all new and retrofit roadways since the early 1990s. In recent years, the city has expanded the pedestrian system through the installation of shared use pathways. Pedestrian facilities still need to be installed and enhanced to complete a citywide network. Areas of the city to prioritize pedestrian improvements include:

• N Grand Ave. between Whitman St. and Stadium Way: construct sidewalk where missing on east side of street

• Merman Dr.: construct sidewalk where missing along frontage of 1405 NE Merman Dr. (Campus Commons South apartment complex)

• NE Terre View Dr.: construct sidewalk along frontage of 1405 NE Merman Dr. (Campus Commons South apartment complex)

• Greyhound Way from Hall Dr. to Canyon View Dr.: construct sidewalk on south side of street when developed

• Harrison St. (extended) from Clifford St. to Guy St.: develop pathway • Park St. from State St. to Guy St.: develop walkway or sidewalk on one side of street • Guy St. (extended) from Park St. to Greyhound Way: develop walkway • NE Spring St. at South Fork of Palouse River: construct sidewalk on south side of street when bridge

is replaced • Fountain St. between SW Crestview St. and 930 SW Fountain St.: construct sidewalk where missing

on south side of street • S Grand Ave. between Crestview St. and Paradise St.: construct sidewalk where missing on east side

of street • S Grand Ave. between Golden Hills Dr. and Fairmount Dr.: develop walkway on one side of street

Bicycle The city encourages, but has no specific requirement, that all new roadways include enough space for a bike lane or a separated bike path. In order to realize their goals of ”encouraging and facilitating the use of non-motorized transportation and enhancing and expanding the non-motorized transportation system,” it is recommended that a policy be enacted to require all new roadways be designed and built to accommodate a bicycle lane.

2 Hanbury Evans Wright Vlattas and Company, Pullman Campus Master Plan Update, 2012.

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The City of Pullman Pedestrian/Bicycle Circulation Plan provides design guidelines for bicycle facilities. Table 6 is a summary of the bicycle design guidelines.

Table 6. Bicycle Design Guidelines Summary

Width Parking Description Open Space Paths 8’ min n/a Separated bicycle/pedestrian pathway

in open space areas Class I Separated Bike Path 5’ min

(1.5’ shy distance both sides)

n/a Separated bicycle path next to or within roadway ROW

Class II Bike Lane 5’ min Not Allowed On-street signed and striped bike lane 12’ min Allowed

Class III Bike Route 12’ min Not Allowed Shared roadway with route signage 20’ min Allowed Source: (Pullman, Pedestrian Bicycle Circulation Plan, 1996)

Figure 7. Pedestrian/Bicycle Network

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Appendices

Appendix A – Roadway and Intersection Traffic Counts

Appendix B – Vistro Output

Bibliography Hanbury Evans Wright Vlattas and Company. 2012. 2012 Pullman Campus Master Plan Update, Volume

2, May. Available online at: https://facilitiesservices.wsu.edu/resources/pdf/masterplan/pullman_MasterPlan.pdf. Accessed on: October 29, 2015.

Pullman, C. o. (1996, 05 7). City of Pullman Pedestrian/Bicycle Circulation Plan. Retrieved from City of Pullman Planning: http://www.pullman-wa.gov/departments/planning

Pullman, C. o. (2016, 10 26). Design Standards - 2012 Edition. Retrieved from City of Pullman Standards & Specifications: http://www.pullman-wa.gov/component/content/article/317

Pullman, C. o. (2016, 10 26). Standard Construction Specifications - 2016 Edition. Retrieved from City of Pullman Standards & Specifications: http://www.pullman-wa.gov/component/content/article/317

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Appendix A – Roadway and Intersection Traffic Counts

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Weekly 24 Hour Volume Report: BISHN--BLEAInfo Line 1 : Bishop Bvd N BleasnerInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 04/28/2014 to 05/04/2014

Time MON04/28

TUE04/29

WED04/30

THU05/01

FRI05/02

AverageWeekday

SAT05/03

SUN05/04

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

652831264895

293733884663720872

998996

10451127132313641033

784643489260176

7348293246

110297687833645726925

1123107610011142126613981089

811730476236169

9656322550

106288705874734811989

118211141112128813261377

978706607555260195

7844312848

104293708864681752929

1101106210531186130513801033

767660507252180

234132

9283

144311878

21252591204222572786

3303318631583557391541393100230119801520

756540

TOTALS :% Avg Day :

14696 14968 15466 15046 4513098% 99% 103% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

256 253 243 247 247

288 332 324 315 315

373 387 393 384 384

939 900 918 918 9180.92 0.89 0.94 0.93 0.93

7:45am 7:45am 7:45am 7:45am 7:45am

998 1123 1182 1101 1101

1396 1418 1453 1420 1420

0.87 0.85 0.91 0.87 0.87

0.94 0.92 0.92 0.92 0.92

12:00pm 12:00pm 12:00pm 12:00pm 12:00pm

4:30pm 4:45pm 4:30pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 05/02/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 26: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: BISHN--BLEA Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

78443128

708293104

48

929752681864

1186105310621101

767103313801305

180252507660

7844312848

104293708864681752929

1101106210531186130513801033

767660507252180

TOTALS :% Total :

15046 15046100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

247 247

315 315

384 384

918 9180.93 0.93

7:45am 7:45am

1101 1101

1420 1420

0.87 0.87

0.92 0.92

12:00pm 12:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 05/02/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 27: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: BISHS--JOHNInfo Line 1 : Bishop@PalouseRInfo Line 2 : volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (both) Weekly Data 04/28/2014 to 05/04/2014

Time MON04/28

TUE04/29

WED04/30

THU05/01

FRI05/02

AverageWeekday

SAT05/03

SUN05/04

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

582632254185

264702830611662819

990944982

106512821291

943736595457256152

694626334195

275648780587656880

10721032

956109012171351

988761683434228161

915432234594

261681812669766927

106910031032121112291270

931670597532249184

734230274291

267677807622695875

1044993990

112212431304

954722625474244166

218126

9081

127274800

20312422186720842626

3131297929703366372839122862216718751423

733497

TOTALS :% Avg Day :

13848 14109 14432 14129 4238998% 100% 102% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

231 235 227 230 230

292 322 283 299 299

370 379 366 372 372

873 852 857 860 8600.94 0.91 0.94 0.93 0.93

7:45am 7:45am 7:45am 7:45am 7:45am

990 1072 1069 1044 1044

1336 1386 1361 1354 1354

0.85 0.83 0.94 0.87 0.87

0.90 0.91 0.93 0.91 0.91

12:00pm 12:00pm 12:00pm 12:00pm 12:00pm

4:30pm 4:45pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 05/02/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 28: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: BISHS--JOHN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

73423027

677267

9142

875695622807

1122990993

1044

722954

13041243

166244474625

734230274291

267677807622695875

1044993990

112212431304

954722625474244166

TOTALS :% Total :

14129 14129100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

230 230

299 299

372 372

860 8600.93 0.93

7:45am 7:45am

1044 1044

1354 1354

0.87 0.87

0.91 0.91

12:00pm 12:00pm

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 05/02/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 29: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: BISHW--FAIRInfo Line 1 : BISHOPWFAIRMONTInfo Line 2 : Volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/20/2014 to 10/26/2014

Time MON10/20

TUE10/21

WED10/22

THU10/23

FRI10/24

AverageWeekday

SAT10/25

SUN10/26

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

531626183371

218535614539548658

788762800832

10071033

707505374254135

79

502019182873

197493593524553704

895791747872976

1022722467376271147

80

383121183177

205527598541617767

849792859

100410211032

762541388298156121

472222183174

207518602535573710

844782802903

10011029

730504379274146

93

14167665492

221620

15551805160417182129

253223452406270830043087219115131138

823438280

TOTALS :% Avg Day :

10605 10638 11294 10846 3253798% 98% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

185 159 189 178 178

218 249 251 239 239

286 313 285 291 291

627 607 651 628 6280.85 0.95 0.86 0.88 0.88

7:45am 7:45am 7:45am 7:45am 7:45am

788 895 849 844 844

1066 1097 1096 1086 1086

0.90 0.90 0.85 0.88 0.88

0.93 0.88 0.96 0.93 0.93

12:00pm 12:00pm 12:00pm 12:00pm 12:00pm

4:30pm 4:30pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 30: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: BISHW--FAIR Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

47222218

518207

7431

710573535602

903802782844

504730

10291001

93146274379

472222183174

207518602535573710

844782802903

10011029

730504379274146

93

TOTALS :% Total :

10846 10846100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

178 178

239 239

291 291

628 6280.88 0.88

7:45am 7:45am

844 844

1086 1086

0.88 0.88

0.93 0.93

12:00pm 12:00pm

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 31: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: B---N--COLOInfo Line 1 : B ST. N ColoradoInfo Line 2 : Volume

# Lanes : 186027Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (BOTH WAYS) Weekly Data 10/20/2014 to 10/26/2014

Time MON10/20

TUE10/21

WED10/22

THU10/23

FRI10/24

AverageWeekday

SAT10/25

SUN10/26

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

633618

7181849

187284275277256

237276274249350419400298267208167107

65381810111634

188313274254210

248282315305363442350335295242172128

894718

8132853

170286258279265

283302330317374464384371299200179125

724018

8142145

182294269270244

256287306290362442378335287217173120

217121

54254262

136545883807810731

768860919871

1087132511341004

861650518360

TOTALS :% Avg Day :

4740 4908 5142 4930 1479096% 100% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

142 111 124 117 117

105 89 108 88 88

114 119 131 116 116

363 313 343 337 3370.64 0.70 0.69 0.72 0.72

8:15am 8:00am 8:15am 8:15am 8:15am

290 296 331 303 303

431 442 464 442 442

0.88 0.83 0.85 0.92 0.92

0.95 0.93 0.89 0.95 0.95

12:45pm 12:45pm 11:30am 12:45pm 12:45pm

5:15pm 4:45pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 32: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: B---N--COLO Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

724018

8

182452114

244270269294

290306287256

335378442362

120173217287

724018

8142145

182294269270244

256287306290362442378335287217173120

TOTALS :% Total :

4930 4930100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

117 117

88 88

116 116

337 3370.72 0.72

8:15am 8:15am

303 303

442 442

0.92 0.92

0.95 0.95

12:45pm 12:45pm

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 33: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: CENTW--GRANInfo Line 1 : CenterWGrandInfo Line 2 : Volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 09/15/2014 to 09/21/2014

Time MON09/15

TUE09/16

WED09/17

THU09/18

FRI09/19

AverageWeekday

SAT09/20

SUN09/21

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

6823

112791

202261141135181

205162186251245299240165129

913327

113734

2876

204253143138197

280231205241233306266198107

883522

76945

3169

215265142150177

221185197231266301247177136

884738

86637

2979

207260142141185

235193196241248302251180124

893829

241718102086

236621779426423555

706578588723744906753540372267115

87

TOTALS :% Avg Day :

3101 3279 3214 3199 959497% 103% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

82 83 79 81 81

63 79 62 64 64

85 83 92 84 84

269 287 278 274 2740.82 0.86 0.88 0.85 0.85

7:30am 7:45am 7:30am 7:30am 7:30am

212 295 221 236 236

299 306 320 302 302

0.84 0.93 0.89 0.92 0.92

0.88 0.92 0.87 0.90 0.90

11:30am 11:45am 12:00pm 11:45am 11:45am

5:00pm 5:00pm 4:45pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 34: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: CENTW--GRAN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

8663

2077929

7

185141142260

241196193235

180251302248

293889

124

86637

2979

207260142141185

235193196241248302251180124

893829

TOTALS :% Total :

3199 3199100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

81 81

64 64

84 84

274 2740.85 0.85

7:30am 7:30am

236 236

302 302

0.92 0.92

0.90 0.90

11:45am 11:45am

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 35: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: CLEARE--FAIRInfo Line 1 : CLEARWATEREFAIRInfo Line 2 : Volume

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/20/2014 to 10/26/2014

Time MON10/20

TUE10/21

WED10/22

THU10/23

FRI10/24

AverageWeekday

SAT10/25

SUN10/26

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

0020005

181719

929

3631241823

4302002

020000

141717331432

2713243221

6201

1130

00020045

18201315

2814181319

5310200

0111008

1317241225

3019222121

5301411

022200

234052723676

915866636315

813

1332

TOTALS :% Avg Day :

242 269 180 230 691105% 117% 78% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

7 17 10 10 10

16 14 10 11 11

13 14 8 9 9

21 33 20 24 240.88 0.49 0.50 0.60 0.60

8:30am 9:00am 9:00am 9:00am 9:00am

41 35 28 33 33

28 36 21 26 26

0.64 0.63 0.70 0.75 0.75

0.54 0.64 0.75 0.72 0.72

11:15am 11:30am 12:00pm 11:30am 11:30am

3:15pm 2:45pm 2:15pm 2:45pm 2:45pm

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 36: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: CLEARE--FAIR Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

0111

13800

25122417

21221930

035

21

1141

0111008

1317241225

3019222121

5301411

TOTALS :% Total :

230 230100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

10 10

11 11

9 9

24 240.60 0.60

9:00am 9:00am

33 33

26 26

0.75 0.75

0.72 0.72

11:30am 11:30am

2:45pm 2:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 37: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: CRESW--SPRIInfo Line 1 : CRESTVIEWWSPRINInfo Line 2 : VOLUME

# Lanes : 1

Unic-LLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 10/13/2014 to 10/19/2014

Time MON10/13

TUE10/14

WED10/15

THU10/16

FRI10/17

AverageWeekday

SAT10/18

SUN10/19

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

212112

15140160

484281

566581

154118162

73383019

95

000110

19118180

484095

152534675

110141111

704116

75

020113

16142160

615459

625991

144100131107

80522313

7

111112

17133167

524578

905973

124109145

9763411910

6

232335

50400500157136235

270177218373328434291188123

582917

TOTALS :% Avg Day :

1305 1329 1368 1335 400298% 100% 102% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

75 78 65 70 70

27 75 26 41 41

59 51 58 46 46

219 240 221 226 2260.73 0.77 0.85 0.81 0.81

7:30am 7:30am 7:30am 7:30am 7:30am

93 189 75 116 116

167 152 169 149 149

0.86 0.63 0.72 0.71 0.71

0.71 0.75 0.73 0.81 0.81

11:15am 11:45am 11:15am 11:30am 11:30am

4:45pm 4:45pm 2:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 10/21/2014 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 38: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: CRESW--SPRI Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

1111

13317

21

784552

167

124735990

6397

145109

6101941

111112

17133167

524578

905973

124109145

9763411910

6

TOTALS :% Total :

1335 1335100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

70 70

41 41

46 46

226 2260.81 0.81

7:30am 7:30am

116 116

149 149

0.71 0.71

0.81 0.81

11:30am 11:30am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/21/2014 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 39: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: DAVIE--STATInfo Line 1 : DAVISESTATEInfo Line 2 : VOLUME

# Lanes : 186027Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

5643273443

131343694647493491513

671547562660608768461361242206

9871

4026242847

115321624658554531538

683576531651623842495336283186113

84

6248222641

103319691619504545611

676589601692737889578441341241157138

5339242944

116328670641517522554

677571565668656833511379289211123

98

158117

7388

131349983

20091924155115671662

20301712169420031968249915341138

866633368293

TOTALS :% Avg Day :

8770 8909 9671 9118 2735096% 98% 106% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

240 217 232 230 230

181 201 186 176 176

222 258 262 247 247

766 747 751 755 7550.80 0.86 0.81 0.82 0.82

7:30am 7:30am 7:30am 7:30am 7:30am

671 683 676 677 677

768 842 889 832 832

0.93 0.85 0.91 0.96 0.96

0.86 0.82 0.85 0.84 0.84

12:00pm 12:00pm 12:00pm 12:00pm 12:00pm

5:00pm 5:00pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 40: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: DAVIE--STAT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

53392429

670328116

44

554522517641

668565571677

379511833656

98123211289

5339242944

116328670641517522554

677571565668656833511379289211123

98

TOTALS :% Total :

9118 9118100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

230 230

176 176

247 247

755 7550.82 0.82

7:30am 7:30am

677 677

832 832

0.96 0.96

0.84 0.84

12:00pm 12:00pm

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 41: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: DAVIW--STATInfo Line 1 : DAVISWSTATEInfo Line 2 : Volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

5940264045

137352700630514532566

709629587706669784498368239231106

76

4717242454

123321636675584563598

701634595660683848516355292208108

84

5845222950

109320697658540590682

711647639716760913598456359245175146

5534243150

123331678654546562615

707637607694704848537393297228130102

164102

7293

149369993

20331963163816851846

21211910182120822112254516121179

890684389306

TOTALS :% Avg Day :

9243 9350 10165 9587 2875896% 98% 106% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

221 213 222 219 219

187 203 194 183 183

216 244 261 240 240

721 750 740 735 7350.82 0.88 0.83 0.84 0.84

7:15am 7:30am 7:30am 7:30am 7:30am

713 701 732 707 707

797 864 913 854 854

0.95 0.86 0.94 0.97 0.97

0.92 0.89 0.87 0.89 0.89

12:15pm 12:00pm 11:30am 12:00pm 12:00pm

4:45pm 4:45pm 5:00pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 42: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: DAVIW--STAT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

55342431

678331123

50

615562546654

694607637707

393537848704

102130228297

5534243150

123331678654546562615

707637607694704848537393297228130102

TOTALS :% Total :

9587 9587100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

219 219

183 183

240 240

735 7350.84 0.84

7:30am 7:30am

707 707

854 854

0.97 0.97

0.89 0.89

12:00pm 12:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 43: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANN--CENTInfo Line 1 : GrandNCenterInfo Line 2 : Volume

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

7635292956

153342922999735735911

1235112510071261132315111049

756528414203115

5826392248

120338815987765782920

1212107210451334142015021254

809585408185146

6455323753

147370844970757779

1014

1319115911531354146715311213

872594472251180

6639332952

140350860985752765948

1255111910681316140315151172

812569431213147

198116100

88157420

105025812956225722962845

3766335632053949421045443516243717071294

639441

TOTALS :% Avg Day :

15549 15892 16687 16039 4812897% 99% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

307 306 303 305 305

362 345 358 348 348

399 399 406 394 394

1112 1085 1056 1080 10800.91 0.89 0.87 0.89 0.89

7:30am 7:45am 7:30am 7:30am 7:30am

1235 1212 1319 1256 1256

1511 1515 1544 1514 1514

0.85 0.88 0.92 0.90 0.90

0.95 0.95 0.95 0.96 0.96

12:00pm 12:00pm 12:00pm 12:00pm 12:00pm

5:00pm 4:45pm 4:30pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 44: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

66393329

860350140

52

948765752985

1316106811191255

812117215151403

147213431569

6639332952

140350860985752765948

1255111910681316140315151172

812569431213147

TOTALS :% Total :

16039 16039100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

305 305

348 348

394 394

1080 10800.89 0.89

7:30am 7:30am

1256 1256

1514 1514

0.90 0.90

0.96 0.96

12:00pm 12:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 45: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANN--CENTInfo Line 1 : GrandNCenterSBInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Southbound) Weekly Data 09/15/2014 to 09/21/2014

Time MON09/15

TUE09/16

WED09/17

THU09/18

FRI09/19

AverageWeekday

SAT09/20

SUN09/21

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

461917

92368

159441495404396514

623529555677689798562429295174

8555

611213112860

157404548380434557

693585515738689749597411280172

9567

463229123163

166462483367409503

605576543658661733594496314206101

71

512120112764

161436509384413525

640563538691680760584445296184

9464

15363593282

191482

13071526115112391574

19211690161320732039228017531336

889552281193

TOTALS :% Avg Day :

8062 8256 8161 8161 2447999% 101% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

160 171 156 162 162

172 211 171 176 176

222 204 203 205 205

546 572 552 552 5520.85 0.84 0.88 0.85 0.85

7:45am 7:45am 7:30am 7:45am 7:45am

628 722 630 643 643

830 763 777 789 789

0.91 0.86 0.92 0.91 0.91

0.93 0.94 0.96 0.96 0.96

11:30am 11:45am 12:15pm 11:45am 11:45am

4:45pm 4:45pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 46: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time SB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

512120112764

161436509384413525

640563538691680760584445296184

9464

512120112764

161436509384413525

640563538691680760584445296184

9464

TOTALS :% Total :

8161 8161100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

162 162

176 176

205 205

552 5520.85 0.85

7:45am 7:45am

643 643

789 789

0.91 0.91

0.96 0.96

11:45am 11:45am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 47: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANS--CENTInfo Line 1 : GrandSCenterInfo Line 2 : Volume

# Lanes : 17361Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

6728313156

144324924

1025724768940

1260110610361290136315281033

766539414187106

4926352448

108326848

1018784785951

1269106710851344148915071247

785572395193131

6249343653

131350835987742794

1066

1346116811771369149715711255

885598462248173

5934333052

128333869

1010750782986

1292111410991334145015351178

812570424209137

178103100

91157383

100026073030225023472957

3875334132984003434946063535243617091271

628410

TOTALS :% Avg Day :

15690 16086 16888 16220 4866497% 99% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

336 312 322 323 323

387 360 405 380 380

404 413 418 402 402

1152 1128 1091 1123 11230.86 0.90 0.85 0.87 0.87

7:30am 7:30am 7:30am 7:30am 7:30am

1276 1269 1359 1301 1301

1528 1561 1571 1544 1544

0.82 0.88 0.84 0.86 0.86

0.95 0.94 0.94 0.96 0.96

11:45am 11:45am 11:45am 11:45am 11:45am

5:00pm 4:30pm 5:00pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 48: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

59343330

869333128

52

986782750

1010

1334109911141292

812117815351450

137209424570

5934333052

128333869

1010750782986

1292111410991334145015351178

812570424209137

TOTALS :% Total :

16220 16220100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

323 323

380 380

402 402

1123 11230.87 0.87

7:30am 7:30am

1301 1301

1544 1544

0.86 0.86

0.96 0.96

11:45am 11:45am

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 49: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANS--CENTInfo Line 1 : GrandSCenterInfo Line 2 : Volume

# Lanes : 17361Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (3Lane Info Line) Weekly Data 09/15/2014 to 09/21/2014

Time MON09/15

TUE09/16

WED09/17

THU09/18

FRI09/19

AverageWeekday

SAT09/20

SUN09/21

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

342016112268

155467550358372495

556528545632659812633452326231

9964

302113102569

154449563395396471

683590600614654751637483382220133

62

342514163860

160451577358399473

594554569647614804551543401254127

67

332214122866

156456563370389480

611557571631642789607493370235120

64

9866433785

197469

13671690111111671439

183316721714189319272367182114781109

705359193

TOTALS :% Avg Day :

8105 8405 8330 8279 2484098% 102% 101% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

166 169 170 168 168

147 199 182 162 162

238 197 215 211 211

625 620 624 623 6230.94 0.92 0.92 0.93 0.93

7:30am 7:30am 7:30am 7:30am 7:30am

568 683 602 611 611

812 751 804 789 789

0.97 0.86 0.83 0.94 0.94

0.85 0.95 0.93 0.93 0.93

12:30pm 12:00pm 12:15pm 12:00pm 12:00pm

5:00pm 5:00pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 50: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time 3L TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

33221412

456156

6628

480389370563

631571557611

493607789642

64120235370

332214122866

156456563370389480

611557571631642789607493370235120

64

TOTALS :% Total :

8279 8279100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

168 168

162 162

211 211

623 6230.93 0.93

7:30am 7:30am

611 611

789 789

0.94 0.94

0.93 0.93

12:00pm 12:00pm

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 51: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: JOHNN--OLDMInfo Line 1 : JohnsonNOldMoscowInfo Line 2 : Volume

# Lanes : 17361UnicornLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

82405

1053

13595746975

85111

82115117158104

6061421110

43224

1245

116122

8164

104

1039294

131129160127

6545272313

40432

1440

12998748481

897388

105126142123

63484116

9

52324

1246

127105

767287

929288

117124153118

6351371711

165

105

1136

138380315229217260

277276264351372460354188154110

5032

TOTALS :% Avg Day :

1486 1568 1456 1504 451099% 104% 97% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

51 39 37 40 40

34 37 26 29 29

50 49 40 44 44

143 130 134 136 1360.70 0.83 0.91 0.85 0.85

7:15am 7:15am 7:15am 7:15am 7:15am

111 104 89 93 93

158 172 147 159 159

0.82 0.87 0.86 0.80 0.80

0.79 0.88 0.92 0.90 0.90

1:00pm 10:45am 10:15am 1:00pm 1:00pm

4:45pm 4:45pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 52: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: JOHNN--OLDM Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

5232

1274612

4

877276

105

117889292

63118153124

11173751

52324

1246

127105

767287

929288

117124153118

6351371711

TOTALS :% Total :

1504 1504100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

40 40

29 29

44 44

136 1360.85 0.85

7:15am 7:15am

93 93

159 159

0.80 0.80

0.90 0.90

1:00pm 1:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 53: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: JOHNSE-BISHInfo Line 1 : JOHNSONSEBISHOPInfo Line 2 : VOLUME

# Lanes : 1

Unic-LLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 11/03/2014 to 11/09/2014

Time MON11/03

TUE11/04

WED11/05

THU11/06

FRI11/07

AverageWeekday

SAT11/08

SUN11/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

911353

55125111

729981

105100104140121150118

73696724

3

22014

1037

145128

8297

102

10896

129130182152150

7084652010

813048

45127117

878487

98107

97118133137

967768362310

611147

46132119

809390

104101110129145146121

73745622

8

19444

1321

137397356241280270

311303330388436439364220221168

6723

TOTALS :% Avg Day :

1639 1806 1571 1669 501698% 108% 94% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

43 46 52 47 47

36 30 33 33 33

48 51 40 44 44

125 154 138 137 1370.73 0.84 0.66 0.73 0.73

7:00am 7:30am 7:15am 7:30am 7:30am

109 110 107 108 108

150 182 144 153 153

0.76 0.92 0.81 0.87 0.87

0.78 0.97 0.90 0.87 0.87

12:30pm 11:30am 1:00pm 11:45am 11:45am

5:00pm 4:00pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 54: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: JOHNSE-BISH Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

6111

13246

74

909380

119

129110101104

73121146145

8225674

611147

46132119

809390

104101110129145146121

73745622

8

TOTALS :% Total :

1669 1669100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

47 47

33 33

44 44

137 1370.73 0.73

7:30am 7:30am

108 108

153 153

0.87 0.87

0.87 0.87

11:45am 11:45am

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 55: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: JOHNS--OLDMInfo Line 1 : JOHNSONSOLDMOSCInfo Line 2 : Volume

# Lanes : 130357UnicornLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

513137

318568464948

5372487365

1087640443411

7

202346

267976613364

634161677093784529191510

11422

11228161515251

5548606570829344332411

8

313238

268268534554

5754566868948243352612

8

82969

2479

245205158134163

171161169205205283247129106

773725

TOTALS :% Avg Day :

978 947 932 951 2857103% 100% 98% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

40 32 30 34 34

23 20 19 17 17

36 25 30 28 28

99 92 88 91 910.62 0.72 0.73 0.67 0.67

7:15am 7:45am 7:15am 7:15am 7:15am

72 64 61 58 58

108 98 93 94 94

0.78 0.80 0.80 0.85 0.85

0.75 0.98 0.78 0.84 0.84

1:00pm 11:00am 10:15am 12:15pm 12:15pm

5:00pm 4:45pm 6:00pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 56: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: JOHNS--OLDM Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

3132

8226

83

54455368

68565457

43829468

8122635

313238

268268534554

5754566868948243352612

8

TOTALS :% Total :

951 951100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

34 34

17 17

28 28

91 910.67 0.67

7:15am 7:15am

58 58

94 94

0.85 0.85

0.84 0.84

12:15pm 12:15pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 57: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: MAIDE--WHITInfo Line 1 : Maiden Ln E of WhitmanInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 Weekly 24 Hour Volume Data 04/21/2014 to 04/27/2014

Time MON04/21

TUE04/22

WED04/23

THU04/24

FRI04/25

AverageWeekday

SAT04/26

SUN04/27

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

3018

528

2438

127190162186229

198242241245300312255201178159

9454

1824

747

1737

138172147170199

245214232268272341219185170140

8973

4133

847

1430

135182140176212

234252266247297355231239181171104

63

3025

737

1835

133181150177213

226236246253290336235208176157

9663

897520102255

105400544449532640

677708739760869

1008705625529470287190

TOTALS :% Avg Day :

3498 3388 3622 3501 10508100% 97% 103% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

61 58 54 55 55

72 73 74 70 70

93 101 113 101 101

194 192 187 187 1870.80 0.83 0.87 0.85 0.85

8:15am 7:45am 7:30am 7:45am 7:45am

245 245 252 236 236

334 353 378 355 355

0.88 0.84 0.85 0.91 0.91

0.90 0.87 0.84 0.88 0.88

11:15am 12:00pm 1:00pm 1:00pm 1:00pm

4:45pm 4:30pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 58: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: MAIDE--WHIT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time 1 TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

3025

73

1333518

7

213177150181

253246236226

208235336290

6396

157176

3025

737

1835

133181150177213

226236246253290336235208176157

9663

TOTALS :% Total :

3501 3501100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

55 55

70 70

101 101

187 1870.85 0.85

7:45am 7:45am

236 236

355 355

0.91 0.91

0.88 0.88

1:00pm 1:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 59: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: MAINE--KAMIInfo Line 1 : MAINEKAMIAKENInfo Line 2 : VOLUME

# Lanes : 1

UnicornLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

422016

91778

129341416363387450

612576492609679803577428287263161

77

402620121569

137339424378354478

609522527628629872616398207257140

80

462823151767

148337426362396504

608349517586734842415313369225149

96

432520121671

138339422368379477

610482512608681839536380288248150

84

12874593649

214414

10171266110311371432

18291447153618232042251716081139

863745450253

TOTALS :% Avg Day :

7832 7777 7572 7728 23181101% 101% 98% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

130 125 120 125 125

186 201 177 175 175

225 271 232 241 241

418 434 443 431 4310.80 0.87 0.92 0.86 0.86

7:45am 7:45am 7:45am 7:45am 7:45am

612 612 608 610 610

806 894 861 853 853

0.82 0.76 0.86 0.87 0.87

0.90 0.82 0.93 0.88 0.88

12:00pm 11:45am 11:45am 12:00pm 12:00pm

4:45pm 4:45pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 60: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: MAINE--KAMI Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

43252012

339138

7116

477379368422

608512482610

380536839681

84150248288

432520121671

138339422368379477

610482512608681839536380288248150

84

TOTALS :% Total :

7728 7728100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

125 125

175 175

241 241

431 4310.86 0.86

7:45am 7:45am

610 610

853 853

0.87 0.87

0.88 0.88

12:00pm 12:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 61: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: MAINW--KAMIInfo Line 1 : MAINWKAMIAKENInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

422020102170

156360404364379508

608532516639647871589410366270133

83

463622161971

154327430360426527

607583577627768837601452352223153111

442821132071

155344417362403518

608558547633708854595431359247143

97

8856422640

141310687834724805

1035

1215111510931266141517081190

862718493286194

TOTALS :% Avg Day :

8018 8325 8176 1634398% 102% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

120 119 115 115

197 186 180 180

278 241 260 260

430 430 428 4280.90 0.90 0.93 0.93

7:45am 8:00am 7:45am 7:45am

642 631 638 638

883 876 875 875

0.81 0.85 0.89 0.89

0.79 0.91 0.84 0.84

11:45am 11:45am 11:45am 11:45am

4:45pm 4:30pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 62: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: MAINW--KAMI Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

44282113

344155

7120

518403362417

633547558608

431595854708

97143247359

442821132071

155344417362403518

608558547633708854595431359247143

97

TOTALS :% Total :

8176 8176100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

115 115

180 180

260 260

428 4280.93 0.93

7:45am 7:45am

638 638

875 875

0.89 0.89

0.84 0.84

11:45am 11:45am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 63: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: SPRIW--LENTInfo Line 1 : Spring@PalouseRInfo Line 2 : VOLUME

# Lanes : 1

Unic-LLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 04/28/2014 to 05/04/2014

Time MON04/28

TUE04/29

WED04/30

THU05/01

FRI05/02

AverageWeekday

SAT05/03

SUN05/04

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

2111

158

122685

147100137177

197174166139231293208154123

624125

1716

812181833

110146129128180

174162140202244293188208128

664021

1614

536

1822

114124

89140152

177183160176230256185155110

836425

1814

57

111627

103139106135170

183173155172235281194172120

704824

54411420324881

309417318405509

548519466517705842581517361211145

71

TOTALS :% Avg Day :

2543 2681 2507 2578 773199% 104% 97% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

51 52 47 47 47

60 60 60 60 60

92 89 72 84 84

147 157 135 143 1430.72 0.75 0.87 0.76 0.76

8:00am 7:45am 8:15am 7:45am 7:45am

205 198 189 195 195

293 301 264 281 281

0.85 0.82 0.79 0.81 0.81

0.80 0.85 0.92 0.84 0.84

11:45am 11:15am 11:30am 11:45am 11:45am

5:00pm 4:45pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 05/02/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 64: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: SPRIW--LENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

1814

57

103271611

170135106139

172155173183

172194281235

244870

120

1814

57

111627

103139106135170

183173155172235281194172120

704824

TOTALS :% Total :

2578 2578100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

47 47

60 60

84 84

143 1430.76 0.76

7:45am 7:45am

195 195

281 281

0.81 0.81

0.84 0.84

11:45am 11:45am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 05/02/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 65: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: STATN--CLEVInfo Line 1 : State St N of ClevelandInfo Line 2 : volume

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 04/21/2014 to 04/27/2014

Time MON04/21

TUE04/22

WED04/23

THU04/24

FRI04/25

AverageWeekday

SAT04/26

SUN04/27

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

95128

1344

142210109

94136

126114138185169245149120

66542111

76647

1543

136170

7188

106

141128139177178203119107

87363417

165334

2243

110167

9879

123

131113160188155238159

9284482223

115336

1743

129182

9387

122

133118146183167229142106

79462617

321610

91950

130388547278261365

398355437550502686427319237138

7751

TOTALS :% Avg Day :

2171 2025 2086 2093 6282104% 97% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

63 56 63 59 59

46 42 43 44 44

73 72 77 68 68

219 194 184 200 2000.87 0.87 0.73 0.85 0.85

7:45am 7:45am 7:45am 7:45am 7:45am

154 141 138 142 142

245 215 238 229 229

0.84 0.84 0.80 0.81 0.81

0.84 0.91 0.77 0.84 0.84

11:15am 12:00pm 11:15am 11:30am 11:30am

5:00pm 4:45pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 66: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: STATN--CLEV Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

11533

1294317

6

1228793

182

183146118133

106142229167

17264679

115336

1743

129182

9387

122

133118146183167229142106

79462617

TOTALS :% Total :

2093 2093100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

59 59

44 44

68 68

200 2000.85 0.85

7:45am 7:45am

142 142

229 229

0.81 0.81

0.84 0.84

11:30am 11:30am

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 67: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: STATN--WHITInfo Line 1 : State St at Missouri Flat CrkInfo Line 2 : volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (both) Weekly Data 04/21/2014 to 04/27/2014

Time MON04/21

TUE04/22

WED04/23

THU04/24

FRI04/25

AverageWeekday

SAT04/26

SUN04/27

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

169138

1865

198252138138185

168166175243232310193135

93703514

156647

1953

200216115121145

177170178226260284183154109

724720

20543

102357

165212129121175

177154213244229316217128100

794322

177438

2058

188227127127168

174163189238240303198139101

744219

512011102560

175563680382380505

522490566713721910593417302221125

56

TOTALS :% Avg Day :

2865 2787 2846 2834 8498101% 98% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

80 79 75 74 74

61 53 54 54 54

102 81 106 96 96

271 261 238 256 2560.85 0.83 0.79 0.86 0.86

7:45am 7:30am 7:45am 7:30am 7:30am

215 181 194 195 195

311 293 319 308 308

0.88 0.85 0.90 0.90 0.90

0.76 0.90 0.75 0.80 0.80

11:30am 12:45pm 11:30am 11:30am 11:30am

4:45pm 4:45pm 4:30pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 68: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: STATN--WHIT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

17743

1885820

8

168127127227

238189163174

139198303240

194274

101

177438

2058

188227127127168

174163189238240303198139101

744219

TOTALS :% Total :

2834 2834100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

74 74

54 54

96 96

256 2560.86 0.86

7:30am 7:30am

195 195

308 308

0.90 0.90

0.80 0.80

11:30am 11:30am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 69: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: STATS--WHITInfo Line 1 : State St at Palouse RiverInfo Line 2 : VOLUME

# Lanes : 1

Unic-LLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 04/21/2014 to 04/27/2014

Time MON04/21

TUE04/22

WED04/23

THU04/24

FRI04/25

AverageWeekday

SAT04/26

SUN04/27

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

7635

131891

230285163183230

228222224296273335188127

79633025

97

1158

2289

227248167200190

219227238248295282181137

87645219

1011

35

112988

203258150181219

225204259302286309200128

91793421

9865

112389

220264160188213

224218240282285309190131

86693922

262417153269

268660791480564639

672653721846854926569392257206116

65

TOTALS :% Avg Day :

3324 3232 3306 3291 9862101% 98% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

84 85 93 81 81

72 64 62 63 63

92 92 100 90 90

308 280 272 286 2860.92 0.82 0.73 0.88 0.88

7:45am 7:30am 7:45am 7:45am 7:45am

247 227 237 229 229

335 318 340 319 319

0.94 0.89 0.96 0.91 0.91

0.91 0.86 0.85 0.90 0.90

11:15am 1:00pm 11:30am 11:30am 11:30am

5:00pm 4:45pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 70: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: STATS--WHIT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

9865

220892311

213188160264

282240218224

131190309285

22396986

9865

112389

220264160188213

224218240282285309190131

86693922

TOTALS :% Total :

3291 3291100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

81 81

63 63

90 90

286 2860.88 0.88

7:45am 7:45am

229 229

319 319

0.91 0.91

0.90 0.90

11:30am 11:30am

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 71: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRE--GRANInfo Line 1 : Terre View E GrInfo Line 2 : Volume

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both lanes) Weekly Data 11/03/2014 to 11/09/2014

Time MON11/03

TUE11/04

WED11/05

THU11/06

FRI11/07

AverageWeekday

SAT11/08

SUN11/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

672410102299

318572580298238635

693503446547573687379296190127108139

1132118

722

139286585594281248512

712468429570505648363300166137110169

902914

42199

313572584280251593

686481481545543663372310183168100161

902514

722

112306576586286246580

697484452554540666371302180144106156

27074422165

337917

17291758

859737

1740

2091145213561662162119981114

906539432318469

TOTALS :% Avg Day :

7561 7403 7543 7502 22507101% 99% 101% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

223 220 235 226 226

194 206 202 201 201

206 206 200 204 204

746 703 732 727 7270.84 0.80 0.78 0.80 0.80

7:30am 7:30am 7:30am 7:30am 7:30am

740 712 731 727 727

731 669 679 693 693

0.95 0.86 0.90 0.90 0.90

0.93 0.84 0.89 0.89 0.89

11:30am 12:00pm 11:30am 11:30am 11:30am

4:45pm 4:30pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 72: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRE--GRAN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

902514

7

576306112

22

580246286586

554452484697

302371666540

156106144180

902514

722

112306576586286246580

697484452554540666371302180144106156

TOTALS :% Total :

7502 7502100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

226 226

201 201

204 204

727 7270.80 0.80

7:30am 7:30am

727 727

693 693

0.90 0.90

0.89 0.89

11:30am 11:30am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 73: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRE--MERMInfo Line 1 : TERREVIEWEMERMAInfo Line 2 : VOLUME

# Lanes : 186027Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (both) Weekly Data 11/03/2014 to 11/09/2014

Time MON11/03

TUE11/04

WED11/05

THU11/06

FRI11/07

AverageWeekday

SAT11/08

SUN11/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

662612

61786

219403424297244265

292350373466525594397335254247174166

9935161319

114206424412308261282

307336374483479570427358299231197153

914220102084

216423443290255301

341332402489462575406327258278159185

853416101995

214417426298253283

313339383479489580410340270252177168

256103

482956

284641

12501279

895760848

9401018114914381466173912301020

811756530504

TOTALS :% Avg Day :

6238 6403 6409 6350 1905098% 101% 101% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

149 157 160 155 155

106 97 98 94 94

181 161 162 168 168

484 480 502 484 4840.81 0.76 0.78 0.78 0.78

7:45am 7:15am 7:15am 7:15am 7:15am

356 355 353 353 353

624 594 581 595 595

0.84 0.91 0.90 0.94 0.94

0.86 0.92 0.90 0.89 0.89

12:45pm 12:45pm 11:45am 12:45pm 12:45pm

4:30pm 4:30pm 4:45pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 74: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRE--MERM Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

85341610

417214

9519

283253298426

479383339313

340410580489

168177252270

853416101995

214417426298253283

313339383479489580410340270252177168

TOTALS :% Total :

6350 6350100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

155 155

94 94

168 168

484 4840.78 0.78

7:15am 7:15am

353 353

595 595

0.94 0.94

0.89 0.89

12:45pm 12:45pm

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 75: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRN--GRIMInfo Line 1 : Terre View Dr North of GrimesInfo Line 2 : Volume

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 04/14/2014 to 04/20/2014

Time MON04/14

TUE04/15

WED04/16

THU04/17

FRI04/18

AverageWeekday

SAT04/19

SUN04/20

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

2712

74

1853

107222206150202206

195173218235273265181114

86603165

8955

2346

110215214141196197

192184214235262267177120

82604676

1811

65

2150

109219210146199202

194179216235268266179117

84603971

352112

94199

217437420291398403

387357432470535532358234168120

77141

TOTALS :% Avg Day :

3110 3084 3104 6194100% 99% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

89 76 83 83

65 63 55 55

86 85 86 86

260 252 257 2570.73 0.83 0.77 0.77

7:30am 7:30am 7:30am 7:30am

221 203 213 213

303 295 300 300

0.85 0.89 0.99 0.99

0.88 0.87 0.87 0.87

11:15am 11:15am 11:15am 11:15am

4:30pm 4:45pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 76: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRN--GRIM Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

1811

65

219109

5021

202199146210

235216179194

117179266268

71396084

1811

65

2150

109219210146199202

194179216235268266179117

84603971

TOTALS :% Total :

3104 3104100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

83 83

55 55

86 86

257 2570.77 0.77

7:30am 7:30am

213 213

300 300

0.99 0.99

0.87 0.87

11:15am 11:15am

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 77: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRN--MAINInfo Line 1 : Terre View Dr North of MainInfo Line 2 : Volume

# Lanes : 1

Unic-LLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH WAYS) Weekly Data 04/14/2014 to 04/20/2014

Time MON04/14

TUE04/15

WED04/16

THU04/17

FRI04/18

AverageWeekday

SAT04/19

SUN04/20

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

8320

653

2497

179430392220268

284301282320327419427226123

936640

689

1157

3192

170463380230247

262290270313332438431229145106

8151

7615

955

2895

175447386225258

273296276317330429429228134100

7446

1512917101055

189349893772450515

546591552633659857858455268199147

91

TOTALS :% Avg Day :

4635 4661 4656 9296100% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

148 156 152 152

95 89 90 90

163 153 158 158

518 525 522 5220.88 0.84 0.86 0.86

8:30am 8:30am 8:30am 8:30am

315 290 302 302

507 501 505 505

0.83 0.81 0.84 0.84

0.78 0.82 0.80 0.80

12:15pm 12:30pm 12:15pm 12:15pm

5:30pm 5:30pm 5:30pm 5:30pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 78: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRN--MAIN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

7615

95

1759528

5

258225386447

317276296273

228429429330

4674

100134

7615

955

2895

175447386225258

273296276317330429429228134100

7446

TOTALS :% Total :

4656 4656100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

152 152

90 90

158 158

522 5220.86 0.86

8:30am 8:30am

302 302

505 505

0.84 0.84

0.80 0.80

12:15pm 12:15pm

5:30pm 5:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 79: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRW--NORTInfo Line 1 : Terre View W NoInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 11/03/2014 to 11/09/2014

Time MON11/03

TUE11/04

WED11/05

THU11/06

FRI11/07

AverageWeekday

SAT11/08

SUN11/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

612214

71784

208403431279233261

297340373463508582399326243236171163

8528171017

114201438403307255273

307328377479465576418349283227176150

853621122091

202410436308237301

323335405480466580409326248271150170

772917101896

204417423298242278

309334385474480579409334258245166161

23186522954

289611

12511270

894725835

9271003115514221439173812261001

774734497483

TOTALS :% Avg Day :

6121 6283 6322 6243 1872698% 101% 101% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

156 173 157 162 162

101 99 97 96 96

176 170 157 167 167

486 486 486 483 4830.78 0.70 0.77 0.75 0.75

7:45am 7:15am 7:15am 7:15am 7:15am

343 353 349 349 349

600 590 599 590 590

0.85 0.89 0.90 0.91 0.91

0.85 0.87 0.95 0.88 0.88

12:45pm 12:45pm 12:45pm 12:45pm 12:45pm

4:30pm 4:30pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 80: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRW--NORT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

77291710

417204

9618

278242298423

474385334309

334409579480

161166245258

772917101896

204417423298242278

309334385474480579409334258245166161

TOTALS :% Total :

6243 6243100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

162 162

96 96

167 167

483 4830.75 0.75

7:15am 7:15am

349 349

590 590

0.91 0.91

0.88 0.88

12:45pm 12:45pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/10/2014 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 81: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TURNSE-LARRInfo Line 1 : TURNERSELARRYInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 10/20/2014 to 10/26/2014

Time MON10/20

TUE10/21

WED10/22

THU10/23

FRI10/24

AverageWeekday

SAT10/25

SUN10/26

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

500204

153623191323

26182231333536152520

97

320316

154336171321

23282223185123231614

55

701323

123244111618

23292230233849201919

94

510314

143734161421

24252228254136192018

85

152183

1342

111103

474262

7275668474

124108

5860532316

TOTALS :% Avg Day :

417 411 434 421 126299% 98% 103% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

14 17 20 17 17

10 12 10 9 9

18 18 19 14 14

43 48 50 47 470.77 0.71 0.63 0.69 0.69

7:15am 7:15am 7:30am 7:15am 7:15am

26 33 32 30 30

42 51 51 42 42

0.65 0.69 0.80 0.83 0.83

0.66 0.71 0.67 0.75 0.75

12:00pm 12:30pm 12:30pm 12:30pm 12:30pm

4:45pm 5:00pm 5:30pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 82: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TURNSE-LARR Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

5103

3714

41

21141634

28222524

19364125

58

1820

510314

143734161421

24252228254136192018

85

TOTALS :% Total :

421 421100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

17 17

9 9

14 14

47 470.69 0.69

7:15am 7:15am

30 30

42 42

0.83 0.83

0.75 0.75

12:30pm 12:30pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/28/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 83: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TURNW--LELAInfo Line 1 : TURNERWLELANDInfo Line 2 : VOLUME

# Lanes : 1

Unic-LLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH) Weekly Data 10/06/2014 to 10/12/2014

Time MON10/06

TUE10/07

WED10/08

THU10/09

FRI10/10

AverageWeekday

SAT10/11

SUN10/12

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

1062046

255448363738

444252435895765050532527

1322129

155256422539

465151645574726645382020

1242138

205352393139

454752545785745848462324

238416

1540

106104

786277

9093

103107113169148116

95914547

TOTALS :% Avg Day :

881 860 877 1741100% 98% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

25 17 21 21

21 16 17 17

34 22 24 24

60 58 59 590.60 0.85 0.70 0.70

7:15am 7:30am 7:30am 7:30am

50 55 51 51

97 78 88 88

0.60 0.86 0.75 0.75

0.90 0.93 0.92 0.92

12:15pm 12:45pm 12:15pm 12:15pm

5:15pm 6:30pm 5:15pm 5:15pm

Centurion Weekly 24 Hour Volume Report Printed: 10/13/2014 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 84: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TURNW--LELA Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

12421

5320

83

39313952

54524745

58748557

24234648

1242138

205352393139

454752545785745848462324

TOTALS :% Total :

877 877100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

21 21

17 17

24 24

59 590.70 0.70

7:30am 7:30am

51 51

88 88

0.75 0.75

0.92 0.92

12:15pm 12:15pm

5:15pm 5:15pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/13/2014 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 85: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: WAWAS--DAVIInfo Line 1 : Wawawai S Davis WyInfo Line 2 : volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 Weekly 24 Hour Volume Data 04/14/2014 to 04/20/2014

Time MON04/14

TUE04/15

WED04/16

THU04/17

FRI04/18

AverageWeekday

SAT04/19

SUN04/20

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

55954

2179

172161

8870

145

107109146142170196138

77422523

7

31489

1793

142163

93118129

135103172183163231137

7864433213

43777

1986

157162

9194

137

121106159163167214138

7853342810

86

13131338

172314324181188274

242212318325333427275155106

685520

TOTALS :% Avg Day :

1946 2134 2045 408095% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

58 58 56 56

42 45 41 41

70 88 79 79

203 189 197 1970.88 0.81 0.88 0.88

7:30am 7:30am 7:30am 7:30am

153 144 148 148

215 241 229 229

0.91 0.80 0.90 0.90

0.77 0.68 0.72 0.72

11:30am 11:45am 11:15am 11:15am

4:45pm 4:30pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 86: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: WAWAS--DAVI Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time 1 TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

4377

1578619

7

1379491

162

163159106121

78138214167

10283453

43777

1986

157162

9194

137

121106159163167214138

7853342810

TOTALS :% Total :

2045 2045100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

56 56

41 41

79 79

197 1970.88 0.88

7:30am 7:30am

148 148

229 229

0.90 0.90

0.72 0.72

11:15am 11:15am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 87: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANN--RITCInfo Line 1 : GrandNRitchiePHInfo Line 2 : Volume, Peak Hr

# Lanes : 10904UL86023Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (NB-Easterly) Weekly Data 09/01/2014 to 09/07/2014

Time MON09/01

TUE09/02

WED09/03

THU09/04

FRI09/05

AverageWeekday

SAT09/06

SUN09/07

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

6845211646

115258604666419427564

673653671754778914625574471388225139

6342262026

121228621674428482572

624615765727742879721643451421291257

6644241836

118243613670424455568

649634718741760897673609461405258198

127778429244885

154223355462602

624603623564641664554496463396280220

105777028273662

127205323437496

589579566558604647571521451379233175

340241186

91126307609

14781750149317822127

2475242625672597272730862488225818231567

981745

8277552630233899

187291411389

554555508552566629588545438362185129

TOTALS :% Avg Day :

10114 10439 10282 8398 7319 7866 36270111% 115% 113% 93% 81% 87%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

233 254 238 126 85 104 137

177 185 172 181 148 165 161

240 231 232 173 171 169 199

763 783 774 355 291 324 4740.82 0.77 0.81 0.70 0.86 0.78 0.86

7:45am 7:45am 7:45am 9:00am 9:00am 9:00am 7:45am

673 648 662 658 576 609 623

914 879 897 668 629 647 772

0.95 0.93 0.96 0.91 0.97 0.92 0.97

0.95 0.95 0.97 0.97 0.92 0.96 0.97

11:45am 11:45am 11:45am 12:15pm 12:30pm 12:15pm 12:15pm

5:00pm 5:00pm 5:00pm 4:45pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 09/16/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 88: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITC Lane #1 (NB-Easterly) Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Lane #1 (NB-Easterly) Weekly Data 09/08/2014 to 09/14/2014

Time MON09/08

TUE09/09

WED09/10

THU09/11

FRI09/12

AverageWeekday

SAT09/13

SUN09/14

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

63263117

625263106

38

553475456666

674642602747

528708934759

86217299445

8038221636

141264616683447465506

629621636662688973738632444365208

99

6134151741

124251637665443434569

665609611688743907703605492324191106

6833231738

124259626671449458543

680611630675730938716588460329205

97

204986850

115371778

18782014134613741628

204118321889202421902814214917651381

988616291

TOTALS :% Avg Day :

9960 10009 9935 9968 29904100% 100% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

245 230 228 230 230

202 177 182 177 177

251 262 255 249 249

770 787 768 776 7760.79 0.86 0.84 0.84 0.84

7:30am 7:30am 7:30am 7:30am 7:30am

747 640 674 680 680

934 973 915 938 938

0.92 0.90 0.93 0.96 0.96

0.93 0.93 0.90 0.94 0.94

12:00pm 11:45am 12:15pm 12:00pm 12:00pm

5:00pm 5:00pm 5:15pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 09/16/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 89: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITC Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time NB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

67392418

620251121

37

556457437671

708674623665

599695918745

148232367461

13477473574

242502

12391341

873913

1111

13291245134814161490183513891197

921734463295

TOTALS :% Total :

10133 2025050.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

233 233

175 175

239 239

771 7710.83 0.83

7:30am 7:30am

666 666

919 919

0.95 0.95

0.96 0.96

12:00pm 12:00pm

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/16/14 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 90: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Vehicle General Flow Report: GRANN--RITCSB

Station ID : GRANN--RITCSBInfo Line 1 : GrandNRitchieSBInfo Line 2 : Volume&Speed

DB File : GRANN--RITC 1-Week.DBNumber of Lanes : 1

Posted Speed Limit :

873631.30Unic-LLast Connected Device Type :

Version Number :Serial Number :

GPS Lat/Lon :

Lane Configuration

# Dir. Vehicle SensorsInformation Sensor Spacing Loop Length

1. Southbound Axle-Axle 4.0 ft

Lane #1 From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/04/2014 - Thu 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 106

135240303457592869807749545548589553429419560

233513

833113162688 32.8 mph

32.0 mph 32.7 mph 32.4 mph 33.3 mph 32.7 mph 34.2 mph 34.4 mph 34.1 mph 33.7 mph 33.4 mph 33.5 mph 33.1 mph 32.9 mph 33.1 mph 32.7 mph 32.7 mph 32.7 mph 32.8 mph 32.5 mph 32.3 mph 32.6 mph 31.8 mph 32.4 mph 33.9 sec

26.8 sec14.9 sec12.0 sec

7.8 sec6.1 sec4.2 sec4.4 sec4.8 sec6.6 sec6.6 sec6.1 sec6.5 sec8.4 sec8.6 sec6.4 sec7.0 sec

15.5 sec43.3 sec

117.3 sec298.6 sec225.7 sec127.4 sec

40.1 sec 39.9 sec127.2 sec225.5 sec298.4 sec117.1 sec

43.1 sec15.2 sec

6.8 sec6.2 sec8.4 sec8.2 sec6.2 sec5.9 sec6.4 sec6.4 sec4.5 sec4.2 sec3.9 sec5.9 sec7.6 sec

11.7 sec14.7 sec26.6 sec33.7 sec 102

132234295442575820758706522525562531412397532490225

812912152687 1

011228

23282217222723234349491715

8634

Daily Totals: 8904 33.1 mph 9.7 sec 9.5 sec 8510 394

(98%)(100%)

(93%)(92%)(93%)(97%)(96%)(95%)(95%)(94%)(96%)(96%)(95%)(95%)(95%)(94%)(93%)(94%)(97%)(96%)(97%)(97%)(97%)(96%) (4%)

(3%)(3%)(3%)(4%)(3%)(6%)(7%)(6%)(5%)(5%)(5%)(4%)(4%)(6%)(5%)(5%)(4%)(3%)(7%)(8%)(7%)(0%)(2%)

(95%) (5%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 91: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITCSB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/05/2014 - Fri 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 196

150279332484627872805806648600630563461414526

246477

6029122130

102 32.5 mph 33.2 mph 33.4 mph 32.5 mph 32.9 mph 33.1 mph 33.5 mph 34.6 mph 34.1 mph 33.8 mph 33.7 mph 33.2 mph 33.2 mph 33.4 mph 32.9 mph 31.9 mph 33.3 mph 33.1 mph 32.8 mph 32.6 mph 32.3 mph 31.9 mph 31.6 mph 33.1 mph 18.5 sec

24.0 sec12.8 sec10.8 sec

7.4 sec5.7 sec4.1 sec4.5 sec4.5 sec5.6 sec6.0 sec5.7 sec6.4 sec7.8 sec8.7 sec6.8 sec7.6 sec

14.5 sec61.3 sec

123.8 sec307.8 sec164.9 sec128.5 sec

32.4 sec 32.2 sec128.3 sec164.7 sec307.5 sec123.6 sec

61.1 sec14.3 sec

7.4 sec6.6 sec8.5 sec7.6 sec6.1 sec5.5 sec5.7 sec5.3 sec4.2 sec4.2 sec3.9 sec5.5 sec7.2 sec

10.6 sec12.6 sec23.8 sec18.3 sec 193

148272325468614832768769623580608537442399503458232

5928102129

101 110211

1419231519262220253737401316

7723

Daily Totals: 9370 33.1 mph 9.2 sec 9.0 sec 9019 351

(99%)(96%)

(100%)(83%)(96%)(98%)(94%)(96%)(95%)(96%)(95%)(95%)(96%)(96%)(96%)(95%)(95%)(95%)(97%)(96%)(97%)(97%)(98%)(98%) (2%)

(2%)(3%)(3%)(4%)(3%)(5%)(5%)(5%)(4%)(4%)(4%)(5%)(5%)(4%)(5%)(4%)(6%)(2%)(4%)

(17%)(0%)(4%)(1%)

(96%) (4%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/06/2014 - Sat 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 129

172239327377443481545519583650716684583432311

99235

4624337960

101 32.1 mph 31.8 mph 32.4 mph 31.3 mph 33.2 mph 32.7 mph 33.4 mph 33.6 mph 34.1 mph 34.2 mph 33.7 mph 33.5 mph 33.3 mph 33.1 mph 33.0 mph 33.6 mph 33.6 mph 33.4 mph 33.0 mph 32.2 mph 32.2 mph 32.6 mph 32.1 mph 32.6 mph 28.3 sec

20.9 sec15.1 sec10.9 sec

9.6 sec8.1 sec7.5 sec6.7 sec6.9 sec6.2 sec5.5 sec5.0 sec5.3 sec6.2 sec8.4 sec

11.5 sec15.5 sec36.3 sec85.2 sec

137.5 sec108.8 sec

45.0 sec59.9 sec35.2 sec 35.0 sec

59.7 sec44.8 sec

108.6 sec137.3 sec

85.0 sec36.1 sec15.3 sec11.3 sec

8.2 sec5.9 sec5.0 sec4.8 sec5.3 sec5.9 sec6.7 sec6.4 sec7.3 sec7.9 sec9.3 sec

10.6 sec14.8 sec20.7 sec28.1 sec 128

170233323367437475535504568626701664572425304229

974523327760

100 1021112677

11201524151510

66

104621

Daily Totals: 7868 33.2 mph 11.0 sec 10.8 sec 7695 173

(99%)(100%)

(97%)(96%)(95%)(97%)(97%)(97%)(97%)(98%)(98%)(97%)(97%)(96%)(97%)(97%)(98%)(98%)(98%)(97%)(98%)(97%)(98%)(99%) (1%)

(2%)(3%)(2%)(3%)(2%)(2%)(2%)(3%)(3%)(4%)(3%)(3%)(2%)(2%)(3%)(3%)(3%)(3%)(5%)(4%)(3%)(0%)(1%)

(97%) (3%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 92: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITCSB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/07/2014 - Sun 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 63

104216302415465456462415443510553480488298227

58113

333018293761 32.4 mph

31.8 mph 31.4 mph 32.5 mph 32.4 mph 32.9 mph 32.4 mph 33.8 mph 34.6 mph 34.4 mph 34.1 mph 33.3 mph 33.6 mph 33.6 mph 33.7 mph 33.4 mph 33.4 mph 33.7 mph 33.2 mph 32.4 mph 32.2 mph 32.2 mph 31.8 mph 31.9 mph 57.6 sec

34.2 sec16.7 sec11.9 sec

8.7 sec7.7 sec7.9 sec7.8 sec8.7 sec8.1 sec7.1 sec6.5 sec7.5 sec7.4 sec

12.1 sec15.9 sec33.2 sec59.7 sec

113.1 sec121.0 sec191.7 sec127.1 sec

97.5 sec56.4 sec 56.2 sec

97.3 sec126.9 sec191.5 sec120.8 sec112.9 sec

59.5 sec33.0 sec15.7 sec11.9 sec

7.2 sec7.3 sec6.3 sec6.8 sec7.9 sec8.5 sec7.6 sec7.7 sec7.5 sec8.5 sec

11.7 sec16.5 sec34.0 sec57.4 sec 63

104215297410453445454409429496538469483297221111

57333018293661 0

1000012615

11151414

68

1112

55100

Daily Totals: 6276 33.3 mph 13.8 sec 13.5 sec 6158 118

(100%)(97%)

(100%)(100%)(100%)(100%)

(98%)(98%)(97%)(99%)(98%)(97%)(97%)(97%)(96%)(98%)(98%)(97%)(97%)(98%)(98%)(99%)

(100%)(100%) (0%)

(0%)(1%)(2%)(2%)(3%)(3%)(2%)(2%)(4%)(3%)(3%)(3%)(2%)(1%)(3%)(2%)(2%)(0%)(0%)(0%)(0%)(3%)(0%)

(98%) (2%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/08/2014 - Mon 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 113

128221319440581783721694554500598533416402542

235536

7025

9201929 31.8 mph

28.7 mph 31.5 mph 30.9 mph 33.2 mph 32.0 mph 33.6 mph 34.3 mph 34.1 mph 34.0 mph 33.0 mph 33.5 mph 32.8 mph 32.8 mph 32.9 mph 31.5 mph 32.5 mph 33.4 mph 33.0 mph 32.2 mph 32.4 mph 32.7 mph 32.2 mph 32.9 mph 32.8 sec

27.1 sec16.3 sec11.3 sec

8.2 sec6.2 sec4.6 sec5.0 sec5.2 sec6.5 sec7.2 sec6.0 sec6.8 sec8.7 sec8.9 sec6.6 sec6.7 sec

15.6 sec54.6 sec

137.4 sec393.8 sec177.0 sec202.4 sec112.8 sec 112.6 sec

202.2 sec176.8 sec393.4 sec137.2 sec

54.4 sec15.4 sec

6.5 sec6.4 sec8.7 sec8.5 sec6.5 sec5.8 sec7.0 sec6.2 sec4.8 sec4.7 sec4.4 sec6.0 sec7.9 sec

11.1 sec16.1 sec26.9 sec32.6 sec 110

127215315425561743688648526477568501394380514515230

6825

7201929 0

002025

21282222323023284633402015

4613

Daily Totals: 8488 33.0 mph 10.2 sec 9.9 sec 8105 383

(100%)(100%)(100%)

(77%)(100%)

(97%)(97%)(96%)(94%)(94%)(94%)(93%)(94%)(95%)(94%)(93%)(95%)(94%)(96%)(96%)(98%)(97%)(99%)(97%) (3%)

(1%)(3%)(2%)(4%)(4%)(6%)(5%)(7%)(6%)(5%)(6%)(7%)(6%)(6%)(6%)(4%)(3%)(3%)(0%)

(23%)(0%)(0%)(0%)

(95%) (5%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 93: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITCSB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/09/2014 - Tue 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 75

117237330489696852712685534547582520399407550

248558

963312203075 32.0 mph

32.5 mph 31.7 mph 31.8 mph 32.6 mph 32.2 mph 33.6 mph 34.1 mph 33.6 mph 33.1 mph 33.2 mph 33.1 mph 32.5 mph 32.9 mph 33.1 mph 33.1 mph 33.1 mph 33.2 mph 32.4 mph 31.7 mph 32.1 mph 32.2 mph 31.9 mph 32.1 mph 43.3 sec

30.7 sec15.3 sec10.8 sec

7.3 sec5.2 sec4.2 sec5.1 sec5.3 sec6.7 sec6.6 sec6.2 sec6.9 sec9.1 sec8.8 sec6.6 sec6.4 sec

14.7 sec37.0 sec

111.7 sec298.4 sec180.6 sec119.3 sec

46.0 sec 45.8 sec119.1 sec180.4 sec298.2 sec111.5 sec

36.8 sec14.5 sec

6.2 sec6.3 sec8.6 sec8.8 sec6.7 sec5.9 sec6.3 sec6.5 sec5.0 sec4.8 sec4.0 sec4.9 sec7.1 sec

10.6 sec15.1 sec30.5 sec43.1 sec 73

116230327479677819689654509527551502372381522535244

933012203072 3

000334

23282627183120253123331910

3712

Daily Totals: 8804 32.9 mph 9.8 sec 9.5 sec 8464 340

(96%)(100%)(100%)(100%)

(90%)(96%)(98%)(95%)(94%)(93%)(93%)(96%)(94%)(96%)(95%)(95%)(96%)(96%)(97%)(97%)(99%)(97%)(99%)(97%) (3%)

(1%)(3%)(1%)(3%)(3%)(4%)(4%)(5%)(5%)(4%)(6%)(4%)(7%)(7%)(6%)(5%)(2%)(4%)

(10%)(0%)(0%)(0%)(4%)

(96%) (4%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/10/2014 - Wed 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 83

132210333478691797742720520546618539413392556

210537

863114164283 32.7 mph

30.5 mph 32.3 mph 33.2 mph 34.1 mph 32.6 mph 33.4 mph 34.1 mph 33.7 mph 33.5 mph 33.1 mph 33.0 mph 32.4 mph 32.6 mph 32.7 mph 33.1 mph 33.4 mph 32.9 mph 32.7 mph 32.2 mph 32.4 mph 32.4 mph 31.8 mph 32.7 mph 42.6 sec

27.6 sec16.9 sec10.8 sec

7.5 sec5.2 sec4.5 sec4.9 sec5.0 sec6.9 sec6.6 sec5.8 sec6.7 sec8.7 sec9.2 sec6.5 sec6.7 sec

17.1 sec42.5 sec

116.2 sec289.7 sec193.0 sec

86.4 sec42.5 sec 42.3 sec

86.2 sec192.8 sec289.5 sec116.0 sec

42.3 sec16.8 sec

6.5 sec6.2 sec9.0 sec8.4 sec6.4 sec5.5 sec6.3 sec6.7 sec4.7 sec4.6 sec4.3 sec5.0 sec7.3 sec

10.6 sec16.7 sec27.4 sec42.4 sec 81

131207329470663757701682498520592514387375525511203

853114164283 0

000017

263117262526262238414028

84312

Daily Totals: 8789 32.9 mph 9.8 sec 9.6 sec 8417 372

(100%)(100%)(100%)(100%)(100%)

(98%)(96%)(95%)(94%)(95%)(93%)(95%)(95%)(95%)(95%)(94%)(94%)(94%)(95%)(98%)(98%)(98%)(99%)(97%) (3%)

(1%)(2%)(2%)(2%)(5%)(6%)(6%)(6%)(5%)(5%)(5%)(5%)(7%)(5%)(6%)(5%)(4%)(2%)(0%)(0%)(0%)(0%)(0%)

(95%) (5%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 4City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 94: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITCSB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Vehicle General Flow Report - Grand Totals

Average Daily Traffic (ADT)

Speed Totals

Peak Hour Totals

Grand Totals

AM Peak Hour (Volume) AM Peak Hour (Speed)

PM Peak Hour (Speed)PM Peak Hour (Volume)

Weekday Weekend Total ADT

Cars :Trucks :

Total :

8503 (95%)(5%)368

8871

Cars : 6926 (97%)Trucks : 145 (3%)

Total : 7072

Cars : 8052 (96%)Trucks : 304 (4%)

Total : 8357

50 % : 33.6 mph 36.7 mph85 % : 33.1 mphAvg :

Top Speed : 123.7 mphLow Speed : 3.1 mph

Average Truck Speed : 32.1 mphAverage Car Speed : 33.1 mph

Weekday : 07:30 - 08:30 (Avg 618)Weekend : 11:00 - 12:00 (Avg 582)

Weekday : 16:45 - 17:45 (Avg 837)Weekend : 12:00 - 13:00 (Avg 634)

06:45 - 07:45 ( 34.4 mph)08:30 - 09:30 ( 34.5 mph)

15:15 - 16:15 ( 33.6 mph)15:30 - 16:30 ( 33.1 mph)

Total Volume : 58499 8357

Average Length : 11.1 ft Average Headway : 10.3 secAverage Gap : 10.1 sec

Total Cars : 56368 8052Total Trucks : 2131 304 Average Axles : 2.2

(

((

ADT)ADT)

ADT)

10mph Pace Speed: 28.6 - 38.5 (86.8%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 5City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 95: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Vehicle General Flow Report: GRANS--RITCNB

Station ID : GRANS--RITCNBInfo Line 1 : GrandSRitchieNBInfo Line 2 : volume&speed

DB File : GRANS-RITC.DBNumber of Lanes : 1

Posted Speed Limit :

873641.41Unic-LLast Connected Device Type :

Version Number :Serial Number :

GPS Lat/Lon :

Lane Configuration

# Dir. Vehicle SensorsInformation Sensor Spacing Loop Length

1. Northbound Axle-Axle 4.0 ft

Lane #1 From: 00:00 - 09/04/2014 To: 20:29 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/04/2014 - Thu 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 135

207358445523582847722684628584637523423387586

251559

1144122184560 33.1 mph

32.2 mph 30.8 mph 31.8 mph 31.7 mph 33.9 mph 34.4 mph 34.3 mph 34.2 mph 33.9 mph 33.8 mph 33.2 mph 33.5 mph 33.7 mph 33.7 mph 33.6 mph 33.7 mph 33.4 mph 33.9 mph 33.4 mph 31.9 mph 32.6 mph 33.4 mph 33.3 mph 26.6 sec

17.4 sec10.1 sec

8.0 sec6.9 sec6.2 sec4.2 sec5.0 sec5.3 sec5.7 sec6.1 sec5.7 sec6.9 sec8.5 sec9.3 sec6.1 sec6.4 sec

14.4 sec31.5 sec88.7 sec

170.8 sec195.6 sec

82.0 sec55.2 sec 55.0 sec

81.8 sec195.3 sec170.6 sec

88.4 sec31.3 sec14.1 sec

6.2 sec5.9 sec9.1 sec8.3 sec6.6 sec5.4 sec5.9 sec5.5 sec5.0 sec4.7 sec4.0 sec5.9 sec6.6 sec7.8 sec9.9 sec

17.2 sec26.4 sec 133

204346422493554800671640583542595481402367541522232112

4020184459 1

10212

19374520214242424544514728302312

32

Daily Totals: 9381 33.6 mph 9.2 sec 8.9 sec 8821 560

(98%)(97%)

(100%)(90%)(97%)(98%)(92%)(93%)(92%)(94%)(95%)(91%)(93%)(92%)(92%)(93%)(92%)(94%)(95%)(94%)(94%)(96%)(98%)(98%) (2%)

(2%)(4%)(6%)(6%)(5%)(6%)(8%)(7%)(8%)(8%)(7%)(9%)(5%)(6%)(8%)(7%)(8%)(2%)(3%)

(10%)(0%)(3%)(2%)

(94%) (6%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 96: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--RITCNB Data From: 00:00 - 09/04/2014 To: 20:29 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/05/2014 - Fri 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 259

277400407585659774713653698551590501461377591

224578

1182618263870 32.7 mph

31.5 mph 32.1 mph 32.7 mph 32.9 mph 33.6 mph 34.6 mph 34.4 mph 34.2 mph 34.1 mph 33.3 mph 33.6 mph 33.5 mph 33.3 mph 34.1 mph 33.5 mph 34.6 mph 33.7 mph 33.9 mph 32.9 mph 31.8 mph 31.9 mph 32.6 mph 32.4 mph 14.0 sec

12.9 sec9.1 sec8.7 sec6.2 sec5.4 sec4.7 sec5.0 sec5.6 sec5.1 sec6.5 sec6.2 sec7.1 sec7.9 sec9.5 sec6.1 sec6.2 sec

16.1 sec30.8 sec

148.6 sec183.9 sec141.8 sec

94.9 sec49.2 sec 49.0 sec

94.7 sec141.6 sec183.6 sec148.4 sec

30.6 sec15.9 sec

5.9 sec5.8 sec9.2 sec7.6 sec6.8 sec5.9 sec6.2 sec4.8 sec5.3 sec4.8 sec4.4 sec5.2 sec5.9 sec8.5 sec8.8 sec

12.7 sec13.8 sec 255

272380387552625722670604654510559465429351549540213115

2616263769 1

10203

11384226323631414449435234332020

54

Daily Totals: 9594 33.6 mph 9.0 sec 8.7 sec 9026 568

(98%)(97%)

(100%)(88%)

(100%)(97%)(95%)(93%)(92%)(93%)(93%)(92%)(94%)(92%)(93%)(92%)(93%)(93%)(94%)(94%)(95%)(95%)(98%)(98%) (2%)

(2%)(5%)(5%)(6%)(6%)(7%)(7%)(8%)(7%)(8%)(6%)(8%)(7%)(7%)(8%)(7%)(5%)(3%)(0%)

(12%)(0%)(3%)(2%)

(94%) (6%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/06/2014 - Sat 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 211

262369428451536607607542581567578551454329225

77150

4724297878

121 32.4 mph 32.2 mph 32.4 mph 33.0 mph 33.2 mph 33.2 mph 33.6 mph 34.3 mph 34.5 mph 34.6 mph 34.6 mph 34.5 mph 34.4 mph 34.5 mph 34.8 mph 35.0 mph 34.9 mph 34.5 mph 34.5 mph 33.2 mph 32.5 mph 32.7 mph 32.9 mph 32.7 mph 16.8 sec

13.7 sec9.8 sec8.4 sec8.0 sec6.7 sec5.9 sec5.9 sec6.6 sec6.2 sec6.4 sec6.2 sec6.6 sec7.9 sec

11.0 sec15.9 sec24.1 sec46.6 sec79.8 sec

155.3 sec115.9 sec

45.7 sec46.0 sec29.7 sec 29.5 sec

45.8 sec45.4 sec

115.7 sec155.1 sec

79.6 sec46.3 sec23.9 sec15.7 sec10.7 sec

7.7 sec6.3 sec6.0 sec6.1 sec6.0 sec6.4 sec5.7 sec5.7 sec6.5 sec7.7 sec8.1 sec9.5 sec

13.5 sec16.6 sec 206

251355414433513579589517548544542521430317215143

714723297478

119 20401067

101224303623332518282318141411

5

Daily Totals: 7902 34.1 mph 10.9 sec 10.7 sec 7558 344

(98%)(100%)

(94%)(100%)

(95%)(100%)

(92%)(95%)(95%)(96%)(94%)(94%)(93%)(95%)(94%)(95%)(97%)(95%)(95%)(96%)(96%)(96%)(95%)(97%) (3%)

(5%)(4%)(4%)(4%)(5%)(5%)(3%)(5%)(6%)(5%)(7%)(6%)(6%)(4%)(5%)(5%)(8%)(0%)(5%)(0%)(6%)(0%)(2%)

(95%) (5%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 97: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--RITCNB Data From: 00:00 - 09/04/2014 To: 20:29 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/07/2014 - Sun 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 123

181337399501528585540512487503515381373293178

3496

242925537786 32.6 mph

33.4 mph 32.2 mph 32.2 mph 35.4 mph 32.8 mph 33.7 mph 34.7 mph 34.5 mph 34.7 mph 35.0 mph 34.5 mph 34.9 mph 34.8 mph 34.8 mph 35.0 mph 34.9 mph 34.9 mph 34.5 mph 33.7 mph 32.8 mph 33.2 mph 32.9 mph 32.8 mph 29.3 sec

19.9 sec10.7 sec

9.0 sec7.2 sec6.8 sec6.2 sec6.7 sec7.0 sec7.4 sec7.2 sec7.1 sec9.4 sec9.6 sec

12.4 sec20.5 sec37.9 sec

103.2 sec152.5 sec122.0 sec146.0 sec

68.1 sec46.2 sec41.4 sec 41.2 sec

46.0 sec67.8 sec

145.8 sec121.8 sec152.3 sec103.0 sec

37.6 sec20.2 sec12.2 sec

9.4 sec9.1 sec6.8 sec6.9 sec7.2 sec6.8 sec6.4 sec5.9 sec6.6 sec6.9 sec8.7 sec

10.5 sec19.7 sec29.1 sec 122

179323381481505560517486463472492371356286173

9233242924537485 1

301001457

171023312426232523201814

21

Daily Totals: 6860 34.4 mph 12.6 sec 12.4 sec 6581 279

(98%)(96%)

(100%)(96%)

(100%)(100%)

(97%)(95%)(97%)(97%)(95%)(97%)(95%)(93%)(95%)(94%)(95%)(95%)(95%)(96%)(95%)(95%)(98%)(99%) (1%)

(2%)(5%)(5%)(4%)(5%)(5%)(5%)(6%)(5%)(7%)(5%)(3%)(5%)(3%)(3%)(5%)(3%)(0%)(0%)(4%)(0%)(4%)(2%)

(95%) (5%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/08/2014 - Mon 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 83

204295356491629851693652600563665547439422589

252589

1093416322562 33.4 mph

31.6 mph 33.5 mph 32.2 mph 33.4 mph 33.6 mph 34.7 mph 34.3 mph 34.4 mph 34.3 mph 34.2 mph 33.4 mph 33.4 mph 33.9 mph 33.5 mph 33.7 mph 33.6 mph 33.2 mph 33.9 mph 32.5 mph 32.4 mph 32.7 mph 32.7 mph 32.3 mph 43.1 sec

17.6 sec12.2 sec10.1 sec

7.4 sec5.7 sec4.2 sec5.2 sec5.5 sec6.0 sec6.4 sec5.4 sec6.6 sec8.2 sec8.5 sec6.1 sec6.1 sec

14.5 sec32.8 sec

105.9 sec227.6 sec110.9 sec142.8 sec

57.9 sec 57.7 sec142.6 sec110.7 sec227.3 sec105.6 sec

32.6 sec14.2 sec

5.9 sec5.9 sec8.3 sec7.9 sec6.3 sec5.1 sec6.1 sec5.7 sec5.3 sec4.9 sec3.9 sec5.4 sec7.1 sec9.8 sec

12.0 sec17.3 sec42.8 sec 81

196287340462576790639613545513620501405389547542237108

3214312561 1

01221

154742333446455055395461532916

882

Daily Totals: 9198 33.6 mph 9.4 sec 9.1 sec 8554 644

(98%)(100%)

(96%)(87%)(94%)(99%)(94%)(92%)(92%)(92%)(92%)(91%)(93%)(91%)(90%)(94%)(92%)(92%)(91%)(94%)(95%)(97%)(96%)(97%) (3%)

(4%)(3%)(5%)(6%)(9%)(8%)(8%)(6%)

(10%)(9%)(7%)(9%)(8%)(8%)(8%)(8%)(6%)(1%)(6%)

(13%)(4%)(0%)(2%)

(92%) (8%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 98: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--RITCNB Data From: 00:00 - 09/04/2014 To: 20:29 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/09/2014 - Tue 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 97

192344361546680852669632607581563477423408602

253548

1383418213679 32.8 mph

34.0 mph 32.6 mph 32.9 mph 31.8 mph 33.0 mph 34.5 mph 34.3 mph 33.9 mph 33.9 mph 33.8 mph 34.2 mph 33.8 mph 33.7 mph 33.5 mph 34.1 mph 34.4 mph 33.1 mph 33.2 mph 32.7 mph 31.9 mph 32.4 mph 32.7 mph 32.7 mph 37.3 sec

18.6 sec10.4 sec10.0 sec

6.6 sec5.3 sec4.2 sec5.4 sec5.7 sec5.9 sec6.2 sec6.4 sec7.5 sec8.5 sec8.8 sec6.0 sec6.6 sec

14.3 sec25.9 sec

107.4 sec215.7 sec181.2 sec

90.1 sec43.1 sec 42.9 sec

89.9 sec181.0 sec215.5 sec107.1 sec

25.7 sec14.1 sec

6.3 sec5.7 sec8.6 sec8.2 sec7.2 sec6.1 sec5.9 sec5.7 sec5.4 sec5.1 sec3.9 sec5.0 sec6.3 sec9.7 sec

10.2 sec18.4 sec37.1 sec 97

187333338507632779625589569546522442398383557496238135

3318203679 0

01013

15524525253541353843447348392311

50

Daily Totals: 9161 33.6 mph 9.4 sec 9.2 sec 8559 602

(100%)(100%)

(95%)(100%)

(97%)(97%)(94%)(90%)(92%)(93%)(94%)(92%)(92%)(93%)(93%)(93%)(93%)(91%)(92%)(92%)(93%)(96%)(97%)

(100%) (0%)(3%)(4%)(7%)(8%)(8%)(9%)(7%)(7%)(7%)(7%)(8%)(8%)(6%)(7%)(8%)

(10%)(6%)(3%)(3%)(0%)(5%)(0%)(0%)

(93%) (7%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/10/2014 - Wed 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00

226544669831699646554544602528355416558

255592

1184020193657 33.0 mph

31.7 mph 31.4 mph 31.1 mph 32.8 mph 33.2 mph 34.5 mph 34.1 mph 33.7 mph 33.6 mph 33.2 mph 33.3 mph 33.2 mph 34.1 mph 33.1 mph 34.0 mph 33.8 mph 33.2 mph 33.4 mph 32.7 mph 32.2 mph 7.3 sec

6.6 sec5.4 sec4.3 sec5.2 sec5.6 sec6.5 sec6.6 sec6.0 sec6.8 sec

10.2 sec8.6 sec6.5 sec6.1 sec

14.1 sec30.8 sec90.9 sec

179.3 sec189.2 sec

98.7 sec63.0 sec 62.8 sec

98.5 sec189.0 sec179.0 sec

90.7 sec30.6 sec13.9 sec

5.8 sec6.2 sec8.4 sec9.9 sec6.5 sec5.7 sec6.4 sec6.2 sec5.3 sec4.9 sec4.0 sec5.1 sec6.3 sec7.0 sec 215

517631775668600519511556486330384516544240115

4020193657 0

00003

154842322542463335463156382711

Daily Totals: 8309 33.5 mph 8.9 sec 8.6 sec 7779 530

(100%)(100%)(100%)(100%)(100%)

(97%)(94%)(91%)(92%)(92%)(92%)(92%)(92%)(93%)(93%)(92%)(95%)(93%)(94%)(95%)(95%) (5%)

(5%)(6%)(7%)(5%)(8%)(7%)(7%)(8%)(8%)(8%)(8%)(8%)(9%)(6%)(3%)(0%)(0%)(0%)(0%)(0%)

(93%) (7%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 4City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 99: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--RITCNB Data From: 00:00 - 09/04/2014 To: 20:29 - 09/10/2014

Vehicle General Flow Report - Grand Totals

Average Daily Traffic (ADT)

Speed Totals

Peak Hour Totals

Grand Totals

AM Peak Hour (Volume) AM Peak Hour (Speed)

PM Peak Hour (Speed)PM Peak Hour (Volume)

Weekday Weekend Total ADT

Cars :Trucks :

Total :

8766 (93%)(7%)595

9362

Cars : 7069 (95%)Trucks : 311 (5%)

Total : 7381

Cars : 8273 (94%)Trucks : 513 (6%)

Total : 8786

50 % : 34.2 mph 37.3 mph85 % : 33.7 mphAvg :

Top Speed : 91.3 mphLow Speed : 4.3 mph

Average Truck Speed : 33.2 mphAverage Car Speed : 33.7 mph

Weekday : 07:30 - 08:30 (Avg 688)Weekend : 11:00 - 12:00 (Avg 466)

Weekday : 17:00 - 18:00 (Avg 831)Weekend : 17:00 - 18:00 (Avg 596)

06:00 - 07:00 ( 34.5 mph)10:00 - 11:00 ( 34.8 mph)

16:30 - 17:30 ( 35.0 mph)15:30 - 16:30 ( 34.2 mph)

Total Volume : 60405 8786

Average Length : 12.8 ft Average Headway : 9.8 secAverage Gap : 9.5 sec

Total Cars : 56878 8273Total Trucks : 3527 513 Average Axles : 2.3

(

((

ADT)ADT)

ADT)

10mph Pace Speed: 28.6 - 38.5 (86.4%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 5City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 100: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Vehicle General Flow Report: RITCW--GRANEB

Station ID : RITCW--GRANEBInfo Line 1 : RitchieWGrandEBInfo Line 2 : Volume&Speed

DB File : RITCW--GRAN.DBNumber of Lanes : 1

Posted Speed Limit :

873621.30Unic-LLast Connected Device Type :

Version Number :Serial Number :

GPS Lat/Lon :

Lane Configuration

# Dir. Vehicle SensorsInformation Sensor Spacing Loop Length

1. Both Axle-Axle 4.0 ft

Lane #1 From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/04/2014 - Thu 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 2

69

27434441364730302933243358

1842

951111 13.0 mph

16.8 mph 11.2 mph 13.0 mph 16.9 mph 14.7 mph 15.0 mph 15.5 mph 15.8 mph 15.9 mph 15.3 mph 14.4 mph 16.7 mph 16.0 mph 16.1 mph 15.2 mph 15.7 mph 15.3 mph 15.1 mph 14.2 mph 15.3 mph 15.5 mph 15.7 mph 14.6 mph 1179.5 sec

836.3 sec260.9 sec125.1 sec

85.3 sec82.1 sec88.1 sec99.3 sec75.0 sec

123.5 sec118.2 sec125.2 sec110.9 sec149.8 sec107.7 sec

63.1 sec84.3 sec

198.4 sec539.4 sec685.6 sec

4173.0 sec4250.0 sec3757.0 sec

0.0 sec 0.0 sec3756.6 sec4249.6 sec4172.5 sec

685.2 sec539.0 sec198.0 sec

83.9 sec62.7 sec

107.3 sec149.4 sec110.4 sec124.8 sec117.8 sec123.1 sec

74.6 sec98.9 sec87.7 sec81.7 sec84.8 sec

124.7 sec260.5 sec836.0 sec

1179.1 sec 269

274342403647303029332433584218

951111 0

00000000000000001200000

Daily Totals: 570 15.4 mph 147.4 sec 147.0 sec 567 3

(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)

(97%)(95%)

(100%)(100%)(100%)(100%)(100%) (0%)

(0%)(0%)(0%)(0%)(5%)(3%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)

(99%) (1%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 101: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: RITCW--GRANEB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/05/2014 - Fri 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 9

121924354343415832284745202951

1644

1170203 15.3 mph

0 13.7 mph

0 16.2 mph 14.3 mph 16.7 mph 15.5 mph 14.7 mph 14.4 mph 15.5 mph 15.1 mph 14.9 mph 14.8 mph 15.0 mph 15.2 mph 15.0 mph 15.7 mph 14.7 mph 14.5 mph 14.5 mph 14.5 mph 13.7 mph 15.4 mph 334.7 sec

299.3 sec181.9 sec161.2 sec

92.0 sec83.4 sec83.8 sec88.0 sec63.5 sec

114.0 sec128.3 sec

73.6 sec83.2 sec

185.7 sec115.6 sec

70.5 sec87.7 sec

215.2 sec346.5 sec

1149.0 sec0.0 sec

3853.5 sec0.0 sec

553.0 sec 552.6 sec0.0 sec

3853.1 sec0.0 sec

1148.6 sec346.1 sec214.8 sec

87.4 sec70.1 sec

115.2 sec185.2 sec

82.7 sec73.1 sec

127.8 sec113.5 sec

63.1 sec87.6 sec83.4 sec82.9 sec91.6 sec

160.8 sec181.5 sec298.8 sec334.3 sec 9

121924344343415831284441202950441611

70203 0

00000001004301000010000

Daily Totals: 619 15.0 mph 137.7 sec 137.3 sec 609 10

(100%)(0%)

(100%)(0%)

(100%)(100%)(100%)(100%)

(98%)(100%)(100%)

(91%)(93%)

(100%)(96%)

(100%)(100%)(100%)(100%)

(97%)(100%)(100%)(100%)(100%) (0%)

(0%)(0%)(0%)(3%)(0%)(0%)(0%)(0%)(4%)(0%)(7%)(9%)(0%)(0%)(2%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)

(98%) (2%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/06/2014 - Sat 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 11

141723252728263630393434322226

616

312134 16.3 mph

15.7 mph 16.8 mph 16.5 mph 14.9 mph 14.5 mph 15.2 mph 15.9 mph 15.7 mph 15.6 mph 15.8 mph 15.3 mph 16.0 mph 15.8 mph 15.0 mph 14.9 mph 15.7 mph 14.7 mph 14.7 mph 14.8 mph 14.2 mph 14.9 mph 16.0 mph 13.8 mph 334.0 sec

229.1 sec245.5 sec133.7 sec143.3 sec130.9 sec138.3 sec133.0 sec

96.3 sec132.0 sec

83.2 sec106.6 sec109.4 sec120.9 sec148.5 sec141.6 sec230.2 sec721.8 sec

2070.3 sec860.0 sec

2746.0 sec1591.0 sec1572.7 sec

380.0 sec 379.7 sec1572.2 sec1590.6 sec2745.7 sec

859.7 sec2069.9 sec

721.5 sec229.8 sec141.2 sec148.1 sec120.5 sec109.0 sec106.2 sec

82.8 sec131.6 sec

95.8 sec132.6 sec137.8 sec130.5 sec142.8 sec133.3 sec245.1 sec228.8 sec333.6 sec 11

14172324272826362938343432222616

6312134 0

00000000000011000010000

Daily Totals: 460 15.3 mph 186.6 sec 186.1 sec 457 3

(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)(100%)

(97%)(96%)

(100%)(100%)(100%)(100%)

(96%)(100%)(100%)(100%)(100%) (0%)

(0%)(0%)(0%)(4%)(0%)(0%)(0%)(0%)(4%)(3%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)

(99%) (1%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 102: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: RITCW--GRANEB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/07/2014 - Sun 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 7

61018263426313035342730412727

312

230026 16.8 mph

16.8 mph00

13.9 mph 15.8 mph 15.1 mph 15.5 mph 16.0 mph 15.8 mph 15.2 mph 15.5 mph 15.7 mph 14.9 mph 15.1 mph 15.5 mph 15.8 mph 14.6 mph 15.3 mph 14.1 mph 15.2 mph 14.7 mph 15.4 mph 14.2 mph 396.4 sec

689.3 sec327.0 sec190.7 sec138.1 sec102.9 sec138.0 sec117.5 sec119.4 sec102.3 sec106.1 sec134.7 sec118.0 sec

87.8 sec140.3 sec126.6 sec308.3 sec

1343.0 sec1681.0 sec3780.0 sec

0.0 sec0.0 sec

1913.0 sec353.2 sec 352.9 sec

1912.6 sec0.0 sec0.0 sec

3779.6 sec1680.4 sec1342.6 sec

307.9 sec126.2 sec139.9 sec

87.3 sec117.6 sec134.4 sec105.6 sec101.9 sec119.0 sec117.1 sec137.5 sec102.5 sec137.7 sec190.3 sec326.5 sec688.9 sec396.0 sec 7

6101826342530303534273040272712

3230026 0

00000000010000011000000

Daily Totals: 437 15.3 mph 194.6 sec 194.2 sec 434 3

(100%)(100%)

(0%)(0%)

(100%)(100%)(100%)(100%)(100%)(100%)

(97%)(100%)(100%)(100%)(100%)(100%)

(96%)(96%)

(100%)(100%)(100%)(100%)(100%)(100%) (0%)

(0%)(0%)(0%)(0%)(0%)(4%)(4%)(0%)(0%)(0%)(0%)(0%)(3%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)

(99%) (1%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/08/2014 - Mon 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 5

716233870

10872

105465054676060

121

3698

1050100 0

0 16.8 mph

0 15.3 mph 14.8 mph 15.9 mph 15.2 mph 14.0 mph 14.8 mph 17.5 mph 14.4 mph 15.8 mph 15.4 mph 14.5 mph 13.9 mph 14.7 mph 14.0 mph 14.4 mph 13.7 mph 15.2 mph 13.1 mph 15.7 mph 14.7 mph 637.4 sec

492.4 sec233.0 sec152.0 sec

89.6 sec51.4 sec33.9 sec49.2 sec34.9 sec76.4 sec72.4 sec66.8 sec54.5 sec59.7 sec59.2 sec29.7 sec38.6 sec

102.9 sec332.0 sec

1902.8 sec0.0 sec0.0 sec0.0 sec0.0 sec 0.0 sec

0.0 sec0.0 sec0.0 sec

1902.4 sec331.6 sec102.5 sec

38.2 sec28.8 sec58.7 sec59.3 sec53.9 sec66.3 sec71.9 sec75.9 sec34.1 sec48.8 sec33.3 sec51.0 sec89.1 sec

151.6 sec232.4 sec492.1 sec636.9 sec 5

716233669

1037096444852635858

113973610

50100 0

00000018224222925120000

Daily Totals: 1052 14.7 mph 73.4 sec 72.8 sec 1010 42

(0%)(0%)

(100%)(0%)

(100%)(100%)(100%)

(98%)(93%)(96%)(96%)(94%)(96%)(96%)(95%)(91%)(97%)(95%)(98%)(94%)

(100%)(100%)(100%)(100%) (0%)

(0%)(0%)(0%)(6%)(2%)(5%)(3%)(9%)(5%)(4%)(4%)(6%)(4%)(4%)(7%)(2%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)

(96%) (4%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 103: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: RITCW--GRANEB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/09/2014 - Tue 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 3

82029334741424733333119273755

2336

950003 15.3 mph

000

16.3 mph 15.5 mph 15.7 mph 16.1 mph 15.0 mph 14.9 mph 15.2 mph 15.4 mph 15.1 mph 14.7 mph 15.2 mph 15.0 mph 14.4 mph 15.2 mph 14.6 mph 14.9 mph 14.5 mph 15.1 mph 13.5 mph 14.5 mph 595.7 sec

424.8 sec179.2 sec119.8 sec108.8 sec

80.3 sec85.5 sec86.2 sec78.8 sec

102.9 sec109.1 sec122.3 sec182.8 sec133.4 sec

99.9 sec68.6 sec98.2 sec

156.0 sec445.2 sec

3011.2 sec0.0 sec0.0 sec0.0 sec

234.3 sec 234.1 sec0.0 sec0.0 sec0.0 sec

3010.8 sec444.8 sec155.6 sec

97.9 sec68.2 sec99.3 sec

132.9 sec182.4 sec121.8 sec108.6 sec102.5 sec

78.4 sec85.7 sec85.1 sec79.9 sec

108.3 sec119.4 sec178.8 sec424.3 sec595.2 sec 3

820293247414246333330192635553623

950003 0

00000000210100100010000

Daily Totals: 581 15.0 mph 142.3 sec 141.8 sec 575 6

(100%)(0%)(0%)(0%)

(100%)(100%)(100%)(100%)(100%)

(94%)(96%)

(100%)(96%)

(100%)(100%)

(97%)(100%)(100%)(100%)

(96%)(100%)(100%)(100%)(100%) (0%)

(0%)(0%)(0%)(4%)(0%)(0%)(0%)(3%)(0%)(0%)(4%)(0%)(4%)(6%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)

(98%) (2%)

Time Volume Avg Speed Avg GapAvg Headway Total TrucksTotal Cars

09/10/2014 - Wed 00:0001:0002:0003:0004:0005:00

07:0006:00

08:0009:0010:0011:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0023:00 3

131332384752384824213721193467

1750

940001 14.9 mph

000

16.9 mph 15.6 mph 16.3 mph 15.8 mph 14.4 mph 15.7 mph 15.4 mph 15.2 mph 16.0 mph 15.6 mph 15.8 mph 15.5 mph 14.8 mph 14.9 mph 16.8 mph 14.6 mph 13.9 mph 15.0 mph 16.4 mph 14.7 mph 557.0 sec

319.2 sec239.9 sec110.1 sec

94.6 sec75.7 sec71.4 sec96.9 sec75.6 sec

147.2 sec166.1 sec

96.5 sec175.4 sec188.4 sec108.3 sec

51.4 sec76.8 sec

211.5 sec507.8 sec

4126.2 sec0.0 sec0.0 sec0.0 sec0.0 sec 0.0 sec

0.0 sec0.0 sec0.0 sec

4125.8 sec507.4 sec211.1 sec

76.4 sec50.9 sec

107.9 sec188.0 sec175.0 sec

96.1 sec165.7 sec146.8 sec

75.2 sec96.5 sec71.0 sec75.2 sec94.1 sec

109.6 sec239.5 sec318.9 sec556.6 sec 3

1313323844523848232136211934665017

940001 0

00000001000101000300000

Daily Totals: 588 15.3 mph 143.1 sec 142.6 sec 582 6

(100%)(0%)(0%)(0%)

(100%)(100%)(100%)(100%)

(98%)(100%)(100%)(100%)

(97%)(100%)

(95%)(100%)(100%)(100%)

(93%)(100%)(100%)(100%)(100%)(100%) (0%)

(0%)(0%)(0%)(0%)(7%)(0%)(0%)(0%)(5%)(0%)(3%)(0%)(0%)(0%)(2%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)(0%)

(98%) (2%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 4City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 104: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: RITCW--GRANEB Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Vehicle General Flow Report - Grand Totals

Average Daily Traffic (ADT)

Speed Totals

Peak Hour Totals

Grand Totals

AM Peak Hour (Volume) AM Peak Hour (Speed)

PM Peak Hour (Speed)PM Peak Hour (Volume)

Weekday Weekend Total ADT

Cars :Trucks :

Total :

668 (98%)(2%)13

682

Cars : 445 (99%)Trucks : 3 (1%)

Total : 448

Cars : 604 (98%)Trucks : 10 (2%)

Total : 615

50 % : 15.6 mph 17.5 mph85 % : 15.1 mphAvg :

Top Speed : 94.4 mphLow Speed : 3.1 mph

Average Truck Speed : 14.1 mphAverage Car Speed : 15.1 mph

Weekday : 07:45 - 08:45 (Avg 76)Weekend : 10:30 - 11:30 (Avg 40)

Weekday : 15:00 - 16:00 (Avg 61)Weekend : 13:00 - 14:00 (Avg 36)

00:45 - 01:45 ( 16.8 mph)00:45 - 01:45 ( 16.8 mph)

21:45 - 22:45 ( 15.9 mph)12:00 - 13:00 ( 15.7 mph)

Total Volume : 4307 615

Average Length : 9.3 ft Average Headway : 135.6 secAverage Gap : 135.2 sec

Total Cars : 4234 604Total Trucks : 73 10 Average Axles : 2.0

(

((

ADT)ADT)

ADT)

10mph Pace Speed: 9.9 - 19.8 (94.1%)

Centurion Veh. General Flow Report Printed: 09/16/14 Page 5City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 105: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: RITCW--GRANInfo Line 1 : RitchieADTInfo Line 2 : Volume

# Lanes : 10305UL87361Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (both) Weekly Data 09/01/2014 to 09/07/2014

Time MON09/01

TUE09/02

WED09/03

THU09/04

FRI09/05

AverageWeekday

SAT09/06

SUN09/07

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

52146

11246694604373

866774

103117143112

93653516

9

12320

1013246292514080

797080

114111129

998162373825

93228

12246493564277

836977

109114136106

8764362717

9616377

2643435867

768382936579655755413223

12533457

2341485868

677581837275705851382418

4115

810243461

173268206198289

298286315382372421351289229148101

69

15440536

1939525769

576679727970755847351512

TOTALS :% Avg Day :

1309 1314 1317 1027 938 989 4588114% 114% 115% 89% 82% 86%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

34 29 31 18 26 19 20

29 24 25 30 30 23 21

40 36 37 27 29 23 28

110 107 109 50 52 49 710.81 0.92 0.88 0.69 0.50 0.64 0.89

7:45am 7:45am 7:45am 8:45am 9:00am 9:00am 7:45am

88 84 86 91 75 75 76

146 129 137 99 87 84 108

0.76 0.88 0.86 0.76 0.72 0.82 0.90

0.91 0.92 0.93 0.92 0.75 0.91 0.96

11:45am 11:15am 11:15am 12:45pm 10:45am 12:15pm 11:15am

5:15pm 5:00pm 5:00pm 2:45pm 4:30pm 2:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 09/16/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 106: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: RITCW--GRAN Lane #1 (both) Data From: 00:00 - 09/04/2014 To: 23:59 - 09/10/2014

Lane #1 (both) Weekly Data 09/08/2014 to 09/14/2014

Time MON09/08

TUE09/09

WED09/10

THU09/11

FRI09/12

AverageWeekday

SAT09/13

SUN09/14

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

4032

1145214

6

112100

92168

181116

97113

95151215156

11223556

91117

12285884575955

597983

122104130122

83675323

7

43425

132763

103554653

79607194

103154116109

754226

9

61326

133678

118686873

847990

132121166130

96664324

9

17485

1839

107235355204205220

251236270397363499389287198130

7127

TOTALS :% Avg Day :

1915 1304 1316 1512 4535127% 86% 87% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

53 28 32 38 38

38 25 23 24 24

67 47 41 52 52

179 87 108 125 1250.84 0.78 0.84 0.82 0.82

7:45am 7:30am 7:45am 7:45am 7:45am

126 79 79 83 83

221 133 154 168 168

0.83 0.79 0.86 0.86 0.86

0.82 0.71 0.94 0.81 0.81

11:15am 1:00pm 12:00pm 12:00pm 12:00pm

4:45pm 4:45pm 5:00pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 09/16/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 107: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: RITCW--GRAN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

8232

713013

7

755562

106

121847484

92118151118

13264065

15454

142560

142211124110150

167148167241235302236183130

795126

TOTALS :% Total :

1420 282950.2%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

35 35

24 24

44 44

118 1180.84 0.84

7:45am 7:45am

85 85

153 153

0.89 0.89

0.87 0.87

11:15am 11:15am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/16/14 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 108: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: FAIRS--TERRInfo Line 1 : VOLUMEInfo Line 2 : APPROACH

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (APPROACH) Weekly Data 03/23/2015 to 03/29/2015

Time MON03/23

TUE03/24

WED03/25

THU03/26

FRI03/27

AverageWeekday

SAT03/28

SUN03/29

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

2819

10

521511

6

135102102

98

190159122159

144167222178

7298

108118

2617

7256

196882

102107151

161202171211219340194157128118

6651

2798669

176090

102105143

160162165201199281181151123113

8262

54181612111734

120180204209286

320324330401397562361301246226164123

TOTALS :% Avg Day :

2306 2610 2462 491694% 106% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

29 37 32 32

43 70 55 55

75 98 87 87

108 102 105 1050.93 0.69 0.82 0.82

8:30am 9:00am 8:30am 8:30am

159 204 171 171

238 340 282 282

0.97 0.73 0.78 0.78

0.79 0.87 0.81 0.81

12:00pm 12:45pm 12:45pm 12:45pm

4:45pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 04/07/15 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 109: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: FAIRS--TERR Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time AP TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

27986

6017

96

143105102

90

201165162160

151181281199

6282

113123

2798669

176090

102105143

160162165201199281181151123113

8262

TOTALS :% Total :

2462 2462100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

32 32

55 55

87 87

105 1050.82 0.82

8:30am 8:30am

171 171

282 282

0.78 0.78

0.81 0.81

12:45pm 12:45pm

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/07/15 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 110: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANN--RITCInfo Line 1 : GrandNRitchieInfo Line 2 : Volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 04/06/2015 to 04/12/2015

Time MON04/06

TUE04/07

WED04/08

THU04/09

FRI04/10

AverageWeekday

SAT04/11

SUN04/12

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

322171125

6243

101196431670

106212351431

14391371136013411385139512371053

835857683396

308179131

705485

179392667

106313091437

1493142213361257125712461124

977835707513299

616357262140108170358784

1334212526182873

29852843267125132513249122481953167014141026

598

294186137

786569

162353664

106313831442

1546147213111172112810961011

900835557343202

TOTALS :% Avg Day :

19201 17469 18340 36670105% 95% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

337 307 322 322

403 404 393 393

386 359 351 351

1062 1063 1064 10640.79 0.87 0.83 0.83

9:00am 9:00am 9:00am 9:00am

1459 1562 1494 1494

1440 1311 1337 1337

0.91 0.97 0.96 0.96

0.96 0.91 0.95 0.95

11:30am 12:30pm 12:00pm 12:00pm

4:15pm 2:00pm 2:00pm 2:00pm

Centurion Weekly 24 Hour Volume Report Printed: 5/5/2015 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 111: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITC Lane #1 (Both) Data From: 00:00 - 04/11/2015 To: 23:59 - 04/16/2015

Lane #1 (Both) Weekly Data 04/13/2015 to 04/19/2015

Time MON04/13

TUE04/14

WED04/15

THU04/16

FRI04/17

AverageWeekday

SAT04/18

SUN04/19

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

106454743

1136527217

60

1161956944

1269

1458121312511384

906130818131491

246341602737

12259513453

201511

11181238

804889

1160

1316128212981495146116801233

941783572324265

9345433446

207547

11301268

904874

1123

12691209126814621536175913741047

926671374291

11466435474

205536

11671267

866932

1170

13561257130015551595178314281238

921661446317

10954464158

208530

11381261

880913

1154

13311250127014931521175913361033

842627371280

435215184165233830

212145515042351836514614

532549995079597060837035534341323367250614851119

TOTALS :% Avg Day :

19261 18890 19500 20351 19505 7800299% 97% 100% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

399 382 411 390 396 396

371 348 333 349 340 340

474 447 509 486 469 469

1424 1359 1422 1415 1406 14060.89 0.89 0.86 0.91 0.89 0.89

7:30am 7:30am 7:45am 7:30am 7:30am 7:30am

1384 1317 1274 1369 1332 1332

1813 1705 1790 1809 1769 1769

0.93 0.95 0.96 0.98 0.98 0.98

0.96 0.95 0.88 0.93 0.94 0.94

12:00pm 12:30pm 11:45am 12:15pm 12:00pm 12:00pm

5:00pm 4:45pm 4:45pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 5/5/2015 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 112: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--RITC Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

109544641

1138530208

58

1154913880

1261

1493127012501331

1033133617591521

280371627842

10954464158

208530

11381261

880913

1154

13311250127014931521175913361033

842627371280

TOTALS :% Total :

19505 19505100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

396 396

340 340

469 469

1406 14060.89 0.89

7:30am 7:30am

1332 1332

1769 1769

0.98 0.98

0.94 0.94

12:00pm 12:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 5/5/2015 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 113: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRE--NORTInfo Line 1 : Terre View E ofInfo Line 2 : Volume

# Lanes : 186027Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Volume) Weekly Data 03/23/2015 to 03/29/2015

Time MON03/23

TUE03/24

WED03/25

THU03/26

FRI03/27

AverageWeekday

SAT03/28

SUN03/29

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

17374

205778012

83101113240

160185133115

152172185148

61486986

17776

111825

177229117101

92

132140162129156137

25331911

93

17575

124951

191235115101

88

124137174145152161

999353402932

341014102398

102382469230202175

247273347289304322197185105

805764

TOTALS :% Avg Day :

2456 1763 2115 4219116% 83% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

102 93 98 98

39 49 44 44

61 53 53 53

300 280 291 2910.74 0.75 0.74 0.74

7:30am 7:30am 7:30am 7:30am

133 154 143 143

185 162 174 174

0.85 0.79 0.81 0.81

0.91 0.76 0.84 0.84

1:00pm 12:15pm 12:15pm 12:15pm

2:00pm 2:00pm 2:00pm 2:00pm

Centurion Weekly 24 Hour Volume Report Printed: 04/07/15 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 114: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRE--NORT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Vo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

17575

191514912

88101115235

145174137124

9399

161152

32294053

17575

124951

191235115101

88

124137174145152161

999353402932

TOTALS :% Total :

2115 2115100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

98 98

44 44

53 53

291 2910.74 0.74

7:30am 7:30am

143 143

174 174

0.81 0.81

0.84 0.84

12:15pm 12:15pm

2:00pm 2:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/07/15 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 115: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRW--NORTInfo Line 1 : Terre View W NoInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 03/23/2015 to 03/29/2015

Time MON03/23

TUE03/24

WED03/25

THU03/26

FRI03/27

AverageWeekday

SAT03/28

SUN03/29

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

2312

78

180554816

140148182191

274170170181

152211382288

8263

107135

6326

626

3577

174206165158169

158168163297287371229172114115

5947

4319

75

114266

177199174153155

170169167286288377220162125111

6165

863813102283

132354397347306309

339338333571575753440324249222122129

TOTALS :% Avg Day :

3225 3267 3252 649299% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

71 73 72 72

58 58 49 49

126 115 121 121

206 228 215 2150.73 0.78 0.83 0.83

7:45am 8:15am 8:15am 8:15am

196 184 184 184

389 376 384 384

0.84 0.96 0.94 0.94

0.77 0.82 0.79 0.79

12:30pm 12:45pm 12:45pm 12:45pm

4:45pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 04/07/15 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 116: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRW--NORT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

4319

75

177664211

155153174199

286167169170

162220377288

6561

111125

4319

75

114266

177199174153155

170169167286288377220162125111

6165

TOTALS :% Total :

3252 3252100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

72 72

49 49

121 121

215 2150.83 0.83

8:15am 8:15am

184 184

384 384

0.94 0.94

0.79 0.79

12:45pm 12:45pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/07/15 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 117: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: CENTW--GRANInfo Line 1 : CenterWGrandInfo Line 2 : Volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 09/29/2014 to 10/05/2014

Time MON09/29

TUE09/30

WED10/01

THU10/02

FRI10/03

AverageWeekday

SAT10/04

SUN10/05

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

711

379

2977

208273147164186

204165174248230289285164115

984829

171337

2571

239296186188193

226195213235253322272154145

643729

56235

2875

203298148159182

223179200257246319274200137

833429

106347

2774

217289160170187

218180196247243310277173132

824029

2918

8132182

223650867481511561

653539587740729930831518397245119

87

TOTALS :% Avg Day :

3170 3374 3295 3281 983997% 103% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

89 97 92 90 90

58 62 62 59 59

84 83 100 88 88

292 324 317 312 3120.82 0.84 0.86 0.87 0.87

7:45am 7:45am 7:45am 7:45am 7:45am

211 226 223 217 217

297 322 340 313 313

0.91 0.96 0.90 0.92 0.92

0.88 0.97 0.85 0.89 0.89

11:30am 11:45am 12:00pm 12:00pm 12:00pm

5:15pm 4:45pm 5:15pm 5:15pm 5:15pm

Centurion Weekly 24 Hour Volume Report Printed: 10/06/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 118: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: CENTW--GRAN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

10634

2177427

7

187170160289

247196180218

173277310243

294082

132

106347

2774

217289160170187

218180196247243310277173132

824029

TOTALS :% Total :

3281 3281100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

90 90

59 59

88 88

312 3120.87 0.87

7:45am 7:45am

217 217

313 313

0.92 0.92

0.89 0.89

12:00pm 12:00pm

5:15pm 5:15pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/06/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 119: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: CENTW--GRANInfo Line 1 : CenterWGrandInfo Line 2 : Volume

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 09/15/2014 to 09/21/2014

Time MON09/15

TUE09/16

WED09/17

THU09/18

FRI09/19

AverageWeekday

SAT09/20

SUN09/21

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

6823

112791

202261141135181

205162186251245299240165129

913327

113734

2876

204253143138197

280231205241233306266198107

883522

76945

3169

215265142150177

221185197231266301247177136

884738

86637

2979

207260142141185

235193196241248302251180124

893829

241718102086

236621779426423555

706578588723744906753540372267115

87

TOTALS :% Avg Day :

3101 3279 3214 3199 959497% 103% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

82 83 79 81 81

63 79 62 64 64

85 83 92 84 84

269 287 278 274 2740.82 0.86 0.88 0.85 0.85

7:30am 7:45am 7:30am 7:30am 7:30am

212 295 221 236 236

299 306 320 302 302

0.84 0.93 0.89 0.92 0.92

0.88 0.92 0.87 0.90 0.90

11:30am 11:45am 12:00pm 11:45am 11:45am

5:00pm 5:00pm 4:45pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 120: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: CENTW--GRAN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

8663

2077929

7

185141142260

241196193235

180251302248

293889

124

86637

2979

207260142141185

235193196241248302251180124

893829

TOTALS :% Total :

3199 3199100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

81 81

64 64

84 84

274 2740.85 0.85

7:30am 7:30am

236 236

302 302

0.92 0.92

0.90 0.90

11:45am 11:45am

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 121: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANN--CENTInfo Line 1 : GrandNCenterInfo Line 2 : Volume

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

7635292956

153342922999735735911

1235112510071261132315111049

756528414203115

5826392248

120338815987765782920

1212107210451334142015021254

809585408185146

6455323753

147370844970757779

1014

1319115911531354146715311213

872594472251180

6639332952

140350860985752765948

1255111910681316140315151172

812569431213147

198116100

88157420

105025812956225722962845

3766335632053949421045443516243717071294

639441

TOTALS :% Avg Day :

15549 15892 16687 16039 4812897% 99% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

307 306 303 305 305

362 345 358 348 348

399 399 406 394 394

1112 1085 1056 1080 10800.91 0.89 0.87 0.89 0.89

7:30am 7:45am 7:30am 7:30am 7:30am

1235 1212 1319 1256 1256

1511 1515 1544 1514 1514

0.85 0.88 0.92 0.90 0.90

0.95 0.95 0.95 0.96 0.96

12:00pm 12:00pm 12:00pm 12:00pm 12:00pm

5:00pm 4:45pm 4:30pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 122: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

66393329

860350140

52

948765752985

1316106811191255

812117215151403

147213431569

6639332952

140350860985752765948

1255111910681316140315151172

812569431213147

TOTALS :% Total :

16039 16039100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

305 305

348 348

394 394

1080 10800.89 0.89

7:30am 7:30am

1256 1256

1514 1514

0.90 0.90

0.96 0.96

12:00pm 12:00pm

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 123: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANN--CENTInfo Line 1 : GrandNCenterSBInfo Line 2 : Volume

# Lanes : 187363Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Southbound) Weekly Data 09/15/2014 to 09/21/2014

Time MON09/15

TUE09/16

WED09/17

THU09/18

FRI09/19

AverageWeekday

SAT09/20

SUN09/21

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

461917

92368

159441495404396514

623529555677689798562429295174

8555

611213112860

157404548380434557

693585515738689749597411280172

9567

463229123163

166462483367409503

605576543658661733594496314206101

71

512120112764

161436509384413525

640563538691680760584445296184

9464

15363593282

191482

13071526115112391574

19211690161320732039228017531336

889552281193

TOTALS :% Avg Day :

8062 8256 8161 8161 2447999% 101% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

160 171 156 162 162

172 211 171 176 176

222 204 203 205 205

546 572 552 552 5520.85 0.84 0.88 0.85 0.85

7:45am 7:45am 7:30am 7:45am 7:45am

628 722 630 643 643

830 763 777 789 789

0.91 0.86 0.92 0.91 0.91

0.93 0.94 0.96 0.96 0.96

11:30am 11:45am 12:15pm 11:45am 11:45am

4:45pm 4:45pm 4:45pm 4:45pm 4:45pm

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 124: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANN--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time SB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

512120112764

161436509384413525

640563538691680760584445296184

9464

512120112764

161436509384413525

640563538691680760584445296184

9464

TOTALS :% Total :

8161 8161100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

162 162

176 176

205 205

552 5520.85 0.85

7:45am 7:45am

643 643

789 789

0.91 0.91

0.96 0.96

11:45am 11:45am

4:45pm 4:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 125: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANS--CENTInfo Line 1 : GrandSCenterInfo Line 2 : Volume

# Lanes : 17361Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (Both) Weekly Data 10/27/2014 to 11/02/2014

Time MON10/27

TUE10/28

WED10/29

THU10/30

FRI10/31

AverageWeekday

SAT11/01

SUN11/02

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

6728313156

144324924

1025724768940

1260110610361290136315281033

766539414187106

4926352448

108326848

1018784785951

1269106710851344148915071247

785572395193131

6249343653

131350835987742794

1066

1346116811771369149715711255

885598462248173

5934333052

128333869

1010750782986

1292111410991334145015351178

812570424209137

178103100

91157383

100026073030225023472957

3875334132984003434946063535243617091271

628410

TOTALS :% Avg Day :

15690 16086 16888 16220 4866497% 99% 104% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

336 312 322 323 323

387 360 405 380 380

404 413 418 402 402

1152 1128 1091 1123 11230.86 0.90 0.85 0.87 0.87

7:30am 7:30am 7:30am 7:30am 7:30am

1276 1269 1359 1301 1301

1528 1561 1571 1544 1544

0.82 0.88 0.84 0.86 0.86

0.95 0.94 0.94 0.96 0.96

11:45am 11:45am 11:45am 11:45am 11:45am

5:00pm 4:30pm 5:00pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 126: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time Bo TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

59343330

869333128

52

986782750

1010

1334109911141292

812117815351450

137209424570

5934333052

128333869

1010750782986

1292111410991334145015351178

812570424209137

TOTALS :% Total :

16220 16220100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

323 323

380 380

402 402

1123 11230.87 0.87

7:30am 7:30am

1301 1301

1544 1544

0.86 0.86

0.96 0.96

11:45am 11:45am

4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 11/04/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 127: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRANS--CENTInfo Line 1 : GrandSCenterInfo Line 2 : Volume

# Lanes : 17361Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (3Lane Info Line) Weekly Data 09/15/2014 to 09/21/2014

Time MON09/15

TUE09/16

WED09/17

THU09/18

FRI09/19

AverageWeekday

SAT09/20

SUN09/21

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

342016112268

155467550358372495

556528545632659812633452326231

9964

302113102569

154449563395396471

683590600614654751637483382220133

62

342514163860

160451577358399473

594554569647614804551543401254127

67

332214122866

156456563370389480

611557571631642789607493370235120

64

9866433785

197469

13671690111111671439

183316721714189319272367182114781109

705359193

TOTALS :% Avg Day :

8105 8405 8330 8279 2484098% 102% 101% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

166 169 170 168 168

147 199 182 162 162

238 197 215 211 211

625 620 624 623 6230.94 0.92 0.92 0.93 0.93

7:30am 7:30am 7:30am 7:30am 7:30am

568 683 602 611 611

812 751 804 789 789

0.97 0.86 0.83 0.94 0.94

0.85 0.95 0.93 0.93 0.93

12:30pm 12:00pm 12:15pm 12:00pm 12:00pm

5:00pm 5:00pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 128: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRANS--CENT Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time 3L TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

33221412

456156

6628

480389370563

631571557611

493607789642

64120235370

332214122866

156456563370389480

611557571631642789607493370235120

64

TOTALS :% Total :

8279 8279100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

168 168

162 162

211 211

623 6230.93 0.93

7:30am 7:30am

611 611

789 789

0.94 0.94

0.93 0.93

12:00pm 12:00pm

5:00pm 5:00pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/22/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 129: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRN--MAINInfo Line 1 : Terre View Dr North of MainInfo Line 2 : Volume

# Lanes : 1

Unic-LLast Connected Device Type :Serial Number :

GPS Lat/Lon :

Lane #1 (BOTH WAYS) Weekly Data 04/14/2014 to 04/20/2014

Time MON04/14

TUE04/15

WED04/16

THU04/17

FRI04/18

AverageWeekday

SAT04/19

SUN04/20

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

8320

653

2497

179430392220268

284301282320327419427226123

936640

689

1157

3192

170463380230247

262290270313332438431229145106

8151

7615

955

2895

175447386225258

273296276317330429429228134100

7446

1512917101055

189349893772450515

546591552633659857858455268199147

91

TOTALS :% Avg Day :

4635 4661 4656 9296100% 100% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

148 156 152 152

95 89 90 90

163 153 158 158

518 525 522 5220.88 0.84 0.86 0.86

8:30am 8:30am 8:30am 8:30am

315 290 302 302

507 501 505 505

0.83 0.81 0.84 0.84

0.78 0.82 0.80 0.80

12:15pm 12:30pm 12:15pm 12:15pm

5:30pm 5:30pm 5:30pm 5:30pm

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 130: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRN--MAIN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time BO TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

7615

95

1759528

5

258225386447

317276296273

228429429330

4674

100134

7615

955

2895

175447386225258

273296276317330429429228134100

7446

TOTALS :% Total :

4656 4656100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

152 152

90 90

158 158

522 5220.86 0.86

8:30am 8:30am

302 302

505 505

0.84 0.84

0.80 0.80

12:15pm 12:15pm

5:30pm 5:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 04/25/14 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 131: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Basic Axle Classification Report: BISHE--GRAN

Station ID :Info Line 1 :

Info Line 2 :

GPS Lat/Lon :

DB File : DBFILE 051515 - 2.DB

Truck %

BISHOPEGRANDBISHE--GRAN Last Connected Device Type :

Version Number :Serial Number :

Number of Lanes :Posted Speed Limit :

1

86027

1.41Unic-L

Lane Configuration

# Dir. Information Vehicle Sensors Sensor Spacing Loop Length Comment

1. EB Ax-Ax 4.0 f t 6.0 f t

3. WB Ax-Ax 4.0 f t 6.0 f t

Basic Axle Classification Data From: 00:00 - 05/13/2015 To: 23:59 - 05/14/2015

Date Time Lane

#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total

(TRUCKP~1)

5/13/201 00:00 1.5017 37 58 18 3 5133

Wed 3.5219 77 46 25 5 5372

10236 114 104 43 8 10505Daily Total :Percent : 97% 1% 1% 0% 0%

Average : 10236 114 104 43 8 10505

Centurion Basic Classification Report Printed: 5/15/2015 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/15/2015 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 132: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: BISHE--GRAN Axle Data From: 00:00 - 05/13/2015 To: 23:59 - 05/14/2015

Date Time Lane#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total(TRUCKP~1)

5/14/201 00:00 1.5167 40 65 22 2 5296

Thu 3.5245 55 58 40 7 5405

10412 95 123 62 9 10701Daily Total :Percent : 97% 1% 1% 1% 0%

Average : 10412 95 123 62 9 10701

Centurion Basic Classification Report Printed: 5/15/2015 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/15/2015 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 133: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: BISHE--GRAN Axle Data Summary From: 00:00 - 05/13/2015 To: 23:59 - 05/14/2015

Basic Axle Class Summary: BISHE--GRAN

Description Lane

#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total

(TRUCKP~1)

TOTAL COUNT : #1. 10184 77 123 40 5 10429

#3. 10464 132 104 65 12 10777

20648 209 227 105 17 21206

Percents : #1. 98% 1% 1% 0% 0% 49%

#3. 97% 1% 1% 1% 0% 51%

97% 1% 1% 0% 0%

Average : #1. 5092 39 62 20 3 5216

#3. 5232 66 52 33 6 5389

10324 105 114 53 9 10605

Days & ADT : #1. 2.0 5214

#3. 2.0 5388

2.0 10603

Centurion Basic Classification Report Printed: 5/15/2015 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 134: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

BISHE--GRAN Axle Class Charts For Data From: 00:00 - 05/13/2015 To: 23:59 - 05/14/2015

Class #1 (Std)Class #2 (Sngl)Class #3 (Dbl)

97%

1%

1%

Axle Class Percentages:

Class #5 (Other)Class #4 (Train)Class #3 (Dbl)Class #2 (Sngl)Class #1 (Std)

Axle Class vs. Time (all lanes)

01:0

002

:00

03:0

004

:00

05:0

006

:00

07:0

008

:00

09:0

010

:00

11:0

012

:00

13:0

014

:00

15:0

016

:00

17:0

018

:00

19:0

020

:00

21:0

022

:00

23:0

0

Vol

ume

21,000

20,000

19,000

18,000

17,000

16,000

15,000

14,000

13,000

12,000

11,000

10,000

9,000

8,000

7,000

6,000

5,000

4,000

3,000

2,000

1,000

0

Centurion Basic Classification Report Printed: 5/15/2015 Page 4City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 135: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

BISHE--GRAN Axle Class Charts For Data From: 00:00 - 05/13/2015 To: 23:59 - 05/14/2015

Axle Class vs. Volume (all lanes)

Class #

1 (S

td)

Class #

2 (S

ngl)

Class #

3 (D

bl)

Class #

4 (T

rain)

Vol

ume

20,000

18,000

16,000

14,000

12,000

10,000

8,000

6,000

4,000

2,000

0

20,648

209 227 105

Centurion Basic Classification Report Printed: 5/15/2015 Page 5City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 136: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Basic Axle Classification Report: STADE--VALL

Station ID :Info Line 1 :

Info Line 2 :

GPS Lat/Lon :

DB File : STADE--VALL.DB

TRUCK%

STADIUMEVALLEYSTADE--VALL Last Connected Device Type :

Version Number :Serial Number :

Number of Lanes :Posted Speed Limit :

1

86027

1.41Unic-L

Lane Configuration

# Dir. Information Vehicle Sensors Sensor Spacing Loop Length Comment

1. EB Ax-Ax 4.0 f t 6.0 f t

3. WB Ax-Ax 4.0 f t 6.0 f t

Basic Axle Classification Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Date Time Lane

#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total

(TRUCKP~1)

5/5/2015 00:00 1. 3735 145 95 234 9 4218

Tue 3. 3953 51 81 206 6 4297

7688 196 176 440 15 8515Daily Total :Percent : 90% 2% 2% 5% 0%

Average : 7688 196 176 440 15 8515

Centurion Basic Classification Report Printed: 5/11/2015 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/11/2015 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 137: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: STADE--VALL Axle Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Date Time Lane#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total(TRUCKP~1)

5/6/2015 00:00 1. 3792 143 101 252 10 4298

Wed 3. 4045 44 80 246 8 4423

7837 187 181 498 18 8721Daily Total :Percent : 90% 2% 2% 6% 0%

Average : 7837 187 181 498 18 8721

Centurion Basic Classification Report Printed: 5/11/2015 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/11/2015 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 138: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: STADE--VALL Axle Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Date Time Lane#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total(TRUCKP~1)

5/7/2015 00:00 1. 3912 125 94 286 13 4430

Thu 3. 4164 72 100 304 6 4646

8076 197 194 590 19 9076Daily Total :Percent : 89% 2% 2% 7% 0%

Average : 8076 197 194 590 19 9076

Centurion Basic Classification Report Printed: 5/11/2015 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/11/2015 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 139: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: STADE--VALL Axle Data Summary From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Basic Axle Class Summary: STADE--VALL

Description Lane

#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total

(TRUCKP~1)

TOTAL COUNT : #1. 11439 413 290 772 32 12946

#3. 12162 167 261 756 20 13366

23601 580 551 1528 52 26312

Percents : #1. 88% 3% 2% 6% 0% 49%

#3. 91% 1% 2% 6% 0% 51%

90% 2% 2% 6% 0%

Average : #1. 3813 138 97 257 11 4316

#3. 4054 56 87 252 7 4456

7867 194 184 509 18 8772

Days & ADT : #1. 3.0 4315

#3. 3.0 4455

3.0 8770

Centurion Basic Classification Report Printed: 5/11/2015 Page 4City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 140: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

STADE--VALL Axle Class Charts For Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Class #1 (Std)Class #2 (Sngl)Class #3 (Dbl)Class #4 (Train)

90%

2%

2%

6%

Axle Class Percentages:

Class #5 (Other)Class #4 (Train)Class #3 (Dbl)Class #2 (Sngl)Class #1 (Std)

Axle Class vs. Time (all lanes)

01:0

002

:00

03:0

004

:00

05:0

006

:00

07:0

008

:00

09:0

010

:00

11:0

012

:00

13:0

014

:00

15:0

016

:00

17:0

018

:00

19:0

020

:00

21:0

022

:00

23:0

0

Vol

ume

26,000

24,000

22,000

20,000

18,000

16,000

14,000

12,000

10,000

8,000

6,000

4,000

2,000

0

Centurion Basic Classification Report Printed: 5/11/2015 Page 5City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 141: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

STADE--VALL Axle Class Charts For Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Axle Class vs. Volume (all lanes)

Class #

1 (S

td)

Class #

2 (S

ngl)

Class #

3 (D

bl)

Class #

4 (T

rain)

Class #

5 (O

ther)

Vol

ume

24,000

22,000

20,000

18,000

16,000

14,000

12,000

10,000

8,000

6,000

4,000

2,000

0

23,601

580 5511,528

52

Centurion Basic Classification Report Printed: 5/11/2015 Page 6City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 142: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Basic Axle Classification Report: TERRE--GRAN

Station ID :Info Line 1 :

Info Line 2 :

GPS Lat/Lon :

DB File : TERRE--GRAN.DB

Truck %

TerreViewEGrandTERRE--GRAN Last Connected Device Type :

Version Number :Serial Number :

Number of Lanes :Posted Speed Limit :

1

87362

1.45Unic-L

Lane Configuration

# Dir. Information Vehicle Sensors Sensor Spacing Loop Length Comment

1. EB Ax-Ax 4.0 f t 6.0 f t

3. WB Ax-Ax 4.0 f t 6.0 f t

Basic Axle Classification Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Date Time Lane

#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total

(TRUCKP~1)

5/5/2015 00:00 1. 3335 64 64 116 2 3581

Tue 3. 3300 44 50 123 6 3523

6635 108 114 239 8 7104Daily Total :Percent : 93% 2% 2% 3% 0%

Average : 6635 108 114 239 8 7104

Centurion Basic Classification Report Printed: 5/11/2015 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/11/2015 Page 1City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 143: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRE--GRAN Axle Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Date Time Lane#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total(TRUCKP~1)

5/6/2015 00:00 1. 3407 91 64 122 0 3684

Wed 3. 3324 57 56 113 4 3554

6731 148 120 235 4 7238Daily Total :Percent : 93% 2% 2% 3% 0%

Average : 6731 148 120 235 4 7238

Centurion Basic Classification Report Printed: 5/11/2015 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/11/2015 Page 2City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 144: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRE--GRAN Axle Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Date Time Lane#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total(TRUCKP~1)

5/7/2015 00:00 1. 3551 88 88 173 0 3900

Thu 3. 3515 69 70 139 6 3799

7066 157 158 312 6 7699Daily Total :Percent : 92% 2% 2% 4% 0%

Average : 7066 157 158 312 6 7699

Centurion Basic Classification Report Printed: 5/11/2015 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WACenturion Basic Classif ication Report Printed: 5/11/2015 Page 3City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 145: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRE--GRAN Axle Data Summary From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Basic Axle Class Summary: TERRE--GRAN

Description Lane

#1 #2 #3 #4 #5

Std Sngl Dbl Train Other Total

(TRUCKP~1)

TOTAL COUNT : #1. 10293 243 216 411 2 11165

#3. 10139 170 176 375 16 10876

20432 413 392 786 18 22041

Percents : #1. 92% 2% 2% 4% 0% 51%

#3. 93% 2% 2% 3% 0% 49%

93% 2% 2% 4% 0%

Average : #1. 3431 81 72 137 1 3722

#3. 3380 57 59 125 5 3626

6811 138 131 262 6 7348

Days & ADT : #1. 3.0 3721

#3. 3.0 3625

3.0 7347

Centurion Basic Classification Report Printed: 5/11/2015 Page 4City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 146: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

TERRE--GRAN Axle Class Charts For Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Class #1 (Std)Class #2 (Sngl)Class #3 (Dbl)Class #4 (Train)

93%

2%

2%

4%

Axle Class Percentages:

Class #5 (Other)Class #4 (Train)Class #3 (Dbl)Class #2 (Sngl)Class #1 (Std)

Axle Class vs. Time (all lanes)

01:0

002

:00

03:0

004

:00

05:0

006

:00

07:0

008

:00

09:0

010

:00

11:0

012

:00

13:0

014

:00

15:0

016

:00

17:0

018

:00

19:0

020

:00

21:0

022

:00

23:0

0

Vol

ume

22,000

21,000

20,000

19,000

18,000

17,000

16,000

15,000

14,000

13,000

12,000

11,000

10,000

9,000

8,000

7,000

6,000

5,000

4,000

3,000

2,000

1,000

0

Centurion Basic Classification Report Printed: 5/11/2015 Page 5City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 147: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

TERRE--GRAN Axle Class Charts For Data From: 00:00 - 05/05/2015 To: 23:59 - 05/07/2015

Axle Class vs. Volume (all lanes)

Class #

1 (S

td)

Class #

2 (S

ngl)

Class #

3 (D

bl)

Class #

4 (T

rain)

Vol

ume

20,000

18,000

16,000

14,000

12,000

10,000

8,000

6,000

4,000

2,000

0

20,432

413 392786

Centurion Basic Classification Report Printed: 5/11/2015 Page 6City of Pullman Engineering Div ision, Traf f ic Section, Pullman, WA

Page 148: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: BISHS--MAINInfo Line 1 : BISHOPSMAINSTInfo Line 2 : %TRUCK

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (NB) Weekly Data 09/19/2016 to 09/25/2016

Time MON09/19

TUE09/20

WED09/21

THU09/22

FRI09/23

AverageWeekday

SAT09/24

SUN09/25

AverageWeekend Week

Average

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

387317287356

413401386508417457471371301261135

80

311617123976

153349351312321365

427392384373417450423357326276137100

411716102773

170339377326301373

418455385452419483402352282248133

87

482524213258

139347

401919143369

154345372318303365

419416385444418463432360303262135

89

401919143369

154345372318303365

419416385444418463432360303262135

89

TOTALS :% Avg Day :

5548 6104 6186 694 6177 6177135% 99% 100% 34% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

110 107 115 116 108 108

113 117 121 113 113

139 133 132 132 132

387 369 390 347 378 3780.88 0.86 0.85 0.75 0.88 0.88

8:00am 7:45am 7:45am 7:00am 7:30am 7:30am

425 427 471 429 429

508 464 483 473 473

0.94 0.91 0.97 0.95 0.95

0.93 0.87 0.94 0.95 0.95

12:30pm 12:00pm 12:45pm 12:30pm 12:30pm

3:00pm 5:30pm 5:00pm 5:30pm 5:30pm

Centurion Weekly 24 Hour Volume Report Printed: 09/27/16 Page 1

Page 149: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: BISHS--MAIN Lane #2 (SB) Data From: 08:00 - 09/20/2016 To: 08:59 - 09/23/2016

Lane #2 (SB) Weekly Data 09/19/2016 to 09/25/2016

Time MON09/19

TUE09/20

WED09/21

THU09/22

FRI09/23

AverageWeekday

SAT09/24

SUN09/25

AverageWeekend Week

Average

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

324290330379

421428453446631618507383257196116

45

3413

77

1744

121279362268276372

422435439577601617460381268204111

71

312110111955

128254345301297364

428441459472608547402367253194117

68

332418172246

121238

331912121948

123257344286301372

424435450498613594456377259198115

61

331912121948

123257344286301372

424435450498613594456377259198115

61

TOTALS :% Avg Day :

5824 6386 6192 519 6306 6306139% 101% 98% 25% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

86 99 98 85 93 93

124 118 128 121 121

199 191 177 189 189

324 364 345 238 345 3450.94 0.92 0.88 0.70 0.93 0.93

8:00am 7:45am 8:00am 7:00am 7:45am 7:45am

467 451 441 441 441

658 658 635 650 650

0.94 0.96 0.86 0.91 0.91

0.83 0.86 0.90 0.86 0.86

11:30am 11:45am 1:00pm 11:30am 11:30am

4:30pm 4:30pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 09/27/16 Page 2

Page 150: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: BISHS--MAIN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time NB SB NB+SB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

40191914

345154

6933

365303318372

444385416419

360432463418

89135262303

331912121948

123257344286301372

424435450498613594456377259198115

61

7338312652

117277602716604604737

843851835942

10311057

888737562460250150

7338312652

117277602716604604737

843851835942

10311057

888737562460250150

TOTALS :% Total :

6177 6306 12483 1248349.5% 50.5% 100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

108 93 94 94

113 121 115 115

132 189 141 141

378 345 363 3630.88 0.93 0.97 0.97

7:30am 7:45am 7:45am 7:45am

429 441 427 427

473 650 542 542

0.95 0.91 0.98 0.98

0.95 0.86 0.96 0.96

12:30pm 11:30am 1:00pm 1:00pm

5:30pm 4:30pm 4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/27/16 Page 3

Page 151: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: GRIMS--STADInfo Line 1 : GRIMESESTADIUMInfo Line 2 : %TRUCK

# Lanes : 187362Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (EB) Weekly Data 10/03/2016 to 10/09/2016

Time MON10/03

TUE10/04

WED10/05

THU10/06

FRI10/07

AverageWeekday

SAT10/08

SUN10/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

157318

4166

182202152

9896

130140138122111123

655334321613

810

135

4773

172224117120104

112152137122111132

493944231918

173256

4562

178215140122107

127161114131

89132

605061221613

137236

4467

177214136113102

123151130125104129

584746261715

4020

69

19133201532641409340307

369453389375311387174142139

775144

TOTALS :% Avg Day :

1848 1842 1878 1855 5568100% 99% 101% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

63 73 63 61 61

44 47 49 45 45

46 49 49 48 48

209 224 215 213 2130.83 0.77 0.85 0.87 0.87

7:30am 8:00am 8:00am 8:00am 8:00am

154 158 165 157 157

138 140 133 131 131

0.88 0.84 0.84 0.87 0.87

0.96 0.71 0.81 0.68 0.68

12:45pm 12:45pm 12:30pm 12:45pm 12:45pm

2:00pm 4:45pm 3:15pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 10/11/16 Page 1

Page 152: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRIMS--STAD Lane #2 (WB) Data From: 00:00 - 10/04/2016 To: 23:59 - 10/06/2016

Lane #2 (WB) Weekly Data 10/03/2016 to 10/09/2016

Time MON10/03

TUE10/04

WED10/05

THU10/06

FRI10/07

AverageWeekday

SAT10/08

SUN10/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

75624

2057

148120

97117141

185134133138259209110

5740413211

123113

1655

163118118126157

159100132146243250

978251221618

103323

1952

153110122121132

178140157149277206103

6041451522

104323

1855

155116112121143

174125141144260222103

6644362117

291110

51055

164464348337364430

522374422433779665310199132108

6351

TOTALS :% Avg Day :

2073 2089 2123 2095 628599% 100% 101% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

55 61 60 59 59

69 58 59 59 59

93 102 84 89 89

156 170 172 166 1660.71 0.70 0.72 0.70 0.70

7:15am 7:15am 7:30am 7:15am 7:15am

191 183 184 185 185

259 282 289 277 277

0.69 0.79 0.78 0.78 0.78

0.70 0.69 0.86 0.78 0.78

11:45am 11:45am 11:45am 11:45am 11:45am

4:00pm 4:30pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 10/11/16 Page 2

Page 153: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: GRIMS--STAD Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time EB WB EB+WB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

137236

4467

177214136113102

123151130125104129

584746261715

104323

1855

155116112121143

174125141144260222103

6644362117

2311

559

62122332330248234245

297276271269364351161113

90623832

2311

559

62122332330248234245

297276271269364351161113

90623832

TOTALS :% Total :

1855 2095 3950 395047.0% 53.0% 100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

61 59 55 55

45 59 45 45

48 89 69 69

213 166 187 1870.87 0.70 0.85 0.85

8:00am 7:15am 7:30am 7:30am

157 185 151 151

131 277 206 206

0.87 0.78 0.94 0.94

0.68 0.78 0.75 0.75

12:45pm 11:45am 12:30pm 12:30pm

4:30pm 4:30pm 4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/11/16 Page 3

Page 154: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: HALLN--ORIOInfo Line 1 : HALLSTNORIONInfo Line 2 : %TRUCK

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (SB) Weekly Data 10/03/2016 to 10/09/2016

Time MON10/03

TUE10/04

WED10/05

THU10/06

FRI10/07

AverageWeekday

SAT10/08

SUN10/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

40127

2052

172181

755385

8687

111181137161121

42292211

6

111179

56178175

5972

135

10080

115156129154121

63871913

6

22224

2347

187175

725983

10190

116184134154

987044521714

1 21126

1752

179177

6961

101

9686

114174133156113

58533114

9

8345

1852

155537531206184303

287257342521400469340175160

934126

TOTALS :% Avg Day :

1646 1738 1732 1 1705 511797% 102% 102% 6% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

67 62 69 1 66 66

35 55 29 31 31

78 62 74 70 70

222 211 219 1 217 2170.83 0.85 0.79 0.25 0.82 0.82

7:30am 7:30am 7:30am 12:00am 7:30am 7:30am

94 139 111 105 105

216 184 198 200 200

0.67 0.63 0.96 0.85 0.85

0.69 0.74 0.67 0.71 0.71

11:30am 11:15am 12:30pm 11:15am 11:15am

2:45pm 2:45pm 2:45pm 2:45pm 2:45pm

Centurion Weekly 24 Hour Volume Report Printed: 10/11/16 Page 1

Page 155: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: HALLN--ORIO Lane #2 (NB) Data From: 00:00 - 10/04/2016 To: 00:14 - 10/07/2016

Lane #2 (NB) Weekly Data 10/03/2016 to 10/09/2016

Time MON10/03

TUE10/04

WED10/05

THU10/06

FRI10/07

AverageWeekday

SAT10/08

SUN10/09

AverageWeekend Total

Count

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

63004

3065

200120

576093

897496

140138204117

51483012

5

30106

2676

186101

4957

115

856691

134119183125

88853113

7

56012

3374

20690494493

8375

100164128216105

7258552416

0 43004

3072

197104

5254

100

867296

146128201116

70643916

9

14911

1289

215592311155161301

257215287438385603347211191116

4928

TOTALS :% Avg Day :

1642 1647 1699 0 1663 498899% 99% 102% 0% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

76 58 69 0 68 68

30 38 28 30 30

63 60 60 61 61

207 186 206 0 197 1970.68 0.80 0.75 0.72 0.72

7:15am 7:00am 7:00am 7:00am 7:00am

96 118 93 101 101

204 183 216 201 201

0.80 0.78 0.86 0.84 0.84

0.81 0.76 0.90 0.82 0.82

11:30am 11:30am 11:00am 11:00am 11:00am

5:00pm 5:00pm 5:00pm 5:00pm 5:00pm

Centurion Weekly 24 Hour Volume Report Printed: 10/11/16 Page 2

Page 156: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: HALLN--ORIO Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time NB SB NB+SB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

4300

1977230

4

1005452

104

146967286

70116201128

9163964

21126

1752

179177

6961

101

9686

114174133156113

58533114

9

6412

1047

124376281121115201

182158210320261357229128117

703018

6412

1047

124376281121115201

182158210320261357229128117

703018

TOTALS :% Total :

1663 1705 3368 336849.4% 50.6% 100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

68 66 57 57

30 31 31 31

61 70 62 62

197 217 202 2020.72 0.82 0.89 0.89

7:00am 7:30am 7:30am 7:30am

101 105 103 103

201 200 181 181

0.84 0.85 0.83 0.83

0.82 0.71 0.73 0.73

11:00am 11:15am 11:15am 11:15am

5:00pm 2:45pm 2:45pm 2:45pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 10/11/16 Page 3

Page 157: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 158: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 159: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 160: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 161: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 162: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 163: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 164: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 165: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 166: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 167: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 168: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRN--AIRPInfo Line 1 : TERRENAIRPORTInfo Line 2 : %TRUCK

# Lanes : 187364Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (SB) Weekly Data 09/19/2016 to 09/25/2016

Time MON09/19

TUE09/20

WED09/21

THU09/22

FRI09/23

AverageWeekday

SAT09/24

SUN09/25

AverageWeekend Week

Average

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

132117116103

135130169249275339169117

45442141

6914

53

174464

142133

95108120

121144175250293322182

9766563438

8110

33

174260

162124109134129

131152161256302316189

9357383141

8912

66

204851

138

8012

54

184558

147130107119117

129142168252290326180102

56462940

8012

54

184558

147130107119117

129142168252290326180102

56462940

TOTALS :% Avg Day :

2202 2592 2641 370 2602 2602127% 100% 101% 43% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

42 46 53 53 50 50

40 44 43 42 42

100 99 100 95 95

132 153 162 138 155 1550.79 0.83 0.76 0.65 0.78 0.78

8:00am 7:30am 7:00am 7:00am 7:30am 7:30am

135 147 152 142 142

357 353 358 355 355

0.84 0.84 0.88 0.85 0.85

0.89 0.89 0.97 0.95 0.95

12:00pm 12:45pm 1:00pm 1:00pm 1:00pm

4:45pm 4:30pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 09/27/16 Page 1

Page 169: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRN--AIRP Lane #3 (NB) Data From: 08:00 - 09/20/2016 To: 08:59 - 09/23/2016

Lane #3 (NB) Weekly Data 09/19/2016 to 09/25/2016

Time MON09/19

TUE09/20

WED09/21

THU09/22

FRI09/23

AverageWeekday

SAT09/24

SUN09/25

AverageWeekend Week

Average

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

199112102103

128129219121189177167134

98824626

1710

84

289492

280184119126120

146139202146181182186146117

885738

30986

2483

116256212119107113

150152223178175187166146112

633746

301111101257

136245

2610

97

2178

115260198117112112

141140215148182182173142109

784737

2610

97

2178

115260198117112112

141140215148182182173142109

784737

TOTALS :% Avg Day :

2032 2710 2718 512 2659 2659115% 102% 102% 58% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

63 97 77 76 81 81

38 45 42 40 40

69 65 68 67 67

199 294 283 245 283 2830.79 0.76 0.92 0.81 0.87 0.87

8:00am 7:15am 7:15am 7:00am 7:15am 7:15am

139 148 152 145 145

219 202 223 214 214

0.91 0.84 0.90 0.91 0.91

0.79 0.78 0.82 0.80 0.80

12:45pm 12:45pm 12:15pm 12:45pm 12:45pm

2:00pm 2:00pm 2:00pm 2:00pm 2:00pm

Centurion Weekly 24 Hour Volume Report Printed: 09/27/16 Page 2

Page 170: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRN--AIRP Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time NB SB NB+SB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

2610

97

260115

7821

112112117198

148215140141

142173182182

374778

109

8012

54

184558

147130107119117

129142168252290326180102

56462940

10622141139

123173407328224231229

270282383400472508353244165124

7677

10622141139

123173407328224231229

270282383400472508353244165124

7677

TOTALS :% Total :

2659 2602 5261 526150.5% 49.5% 100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

81 50 66 66

40 42 41 41

67 95 71 71

283 155 218 2180.87 0.78 0.83 0.83

7:15am 7:30am 7:15am 7:15am

145 142 143 143

214 355 271 271

0.91 0.85 0.87 0.87

0.80 0.95 0.95 0.95

12:45pm 1:00pm 12:45pm 12:45pm

2:00pm 4:30pm 4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 09/27/16 Page 3

Page 171: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Weekly 24 Hour Volume Report: TERRN--MAINInfo Line 1 : TERREVIEWNMAINInfo Line 2 : %TRUCK

# Lanes : 1UL30404Unic-LLast Connected Device Type :

Serial Number :GPS Lat/Lon :

Lane #1 (NB) Weekly Data 04/18/2016 to 04/24/2016

Time MON04/18

TUE04/19

WED04/20

THU04/21

FRI04/22

AverageWeekday

SAT04/23

SUN04/24

AverageWeekend Week

Average

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

113147148127

64128157122

19275569

10494

43115107377233136116109

150150169109145176151

8979683224

8562

40114

98374217129107

98

118135149119108134122

9998593621

9583

42115103376225133112104

132144155114125156134

8482613221

9583

42115103376225133112104

132144155114125156134

8482613221

TOTALS :% Avg Day :

1176 2605 2396 2475 247595% 105% 97% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

143 145 144 144

45 48 37 40 40

46 51 50 43 43

405 390 398 3980.71 0.67 0.69 0.69

7:15am 7:15am 7:15am 7:15am

152 161 135 145 145

167 181 149 155 155

0.84 0.84 0.91 0.91 0.91

0.91 0.89 0.96 0.90 0.90

12:30pm 12:30pm 1:00pm 12:30pm 12:30pm

5:15pm 4:45pm 2:00pm 2:00pm 2:00pm

Centurion Weekly 24 Hour Volume Report Printed: 4/21/2016 Page 1

Page 172: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRN--MAIN Lane #3 (SB) Data From: 12:00 - 04/18/2016 To: 23:59 - 04/20/2016

Lane #3 (SB) Weekly Data 04/18/2016 to 04/24/2016

Time MON04/18

TUE04/19

WED04/20

THU04/21

FRI04/22

AverageWeekday

SAT04/23

SUN04/24

AverageWeekend Week

Average

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

247145118148

91146349293

25223767

4513

451

21478297

100112144

153133182247349361193108

69302120

5811

421

184075839287

129

154124159219341353165102

69392113

5212

441

2044799096

100137

152125162238328354168100

68352119

5212

441

2044799096

100137

152125162238328354168100

68352119

TOTALS :% Avg Day :

1688 2537 2359 2409 2409140% 105% 98% 100%

AM (12am -10am ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

Mid (10am -2pm ) Peak Volum es

15 Minute :One Hour :

P.H.F. :PH Begins :

PM (2pm -12am ) Peak Volum es

One Hour :P.H.F. :

PH Begins :

15 Minute :

29 29 27 27

45 45 45 45 45

125 144 123 130 130

107 99 104 1040.92 0.95 0.96 0.96

7:30am 7:30am 7:30am 7:30am

148 159 154 156 156

412 444 407 420 420

0.82 0.88 0.86 0.87 0.87

0.82 0.77 0.83 0.81 0.81

12:00pm 11:30am 12:00pm 11:45am 11:45am

4:30pm 4:30pm 4:30pm 4:30pm 4:30pm

Centurion Weekly 24 Hour Volume Report Printed: 4/21/2016 Page 2

Page 173: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Station: TERRN--MAIN Weekday Average Summary (by Direction)

Weekday Average Summary (by Direction)

Time NB SB NB+SB TOTAL

1212345

1110

9876

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

- 121110 - 11

- 1098 - 9

- 876 - 7

- 65 - 54 - 43 - 32 - 21 - 112

- AM -

- PM -

9583

376103115

42

104112133225

114155144132

84134156125

21326182

5212

441

2044799096

100137

152125162238328354168100

68352119

611712

743

135147455315229212241

284269317352453510302184150

965340

611712

743

135147455315229212241

284269317352453510302184150

965340

TOTALS :% Total :

2475 2409 4884 488450.7% 49.3% 100.0%

15 Minute :One Hour :

P.H.F. :PH Begins :

15 Minute :One Hour :

P.H.F. :PH Begins :

One Hour :P.H.F. :

PH Begins :

15 Minute :

144 27 85 85

40 45 38 38

43 130 81 81

398 104 246 2460.69 0.96 0.72 0.72

7:15am 7:30am 7:15am 7:15am

145 156 143 143

155 420 281 281

0.91 0.87 0.94 0.94

0.90 0.81 0.87 0.87

12:30pm 11:45am 12:00pm 12:00pm

2:00pm 4:30pm 4:30pm 4:30pm

PM (2pm -12am ) Peak Volum es

Mid (10am -2pm ) Peak Volum es

AM (12am -10am ) Peak Volum es

Centurion Weekly 24 Hour Volume Report Printed: 4/21/2016 Page 3

Page 174: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
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Page 176: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 177: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 178: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 179: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 180: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 181: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 182: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 183: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 184: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 185: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 186: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 187: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 188: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 189: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 190: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 191: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Transportation

Final Technical Memorandum February 12, 2018

City of Pullman

Comprehensive Plan Update

Appendix B – Vistro Output

Page 192: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical
Page 193: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Appendix B - Vistro Output

Alternative A: Modified 2013 Comprehensive Plan Updated - Preferred

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

11 1 2 0.678mi 1 409 11 2 1 0.678mi 1 168 577 600 yes

18 2 3 0.211mi 1 2053 18 3 2 0.211mi 1 1006 3059 3100 yes

25 3 4 0.357mi 1 1718 25 4 3 0.357mi 1 1010 2728 2700 yes

32 4 5 0.202mi 2 3059 32 5 4 0.202mi 1 1834 4893 4900 yes

43 5 6 0.156mi 2 4185 43 6 5 0.156mi 1 4420 8605 8600 yes

50 6 7 0.227mi 2 4139 50 7 6 0.227mi 2 4378 8517 8500 yes

57 7 8 0.224mi 2 4340 57 8 7 0.224mi 2 4647 8987 9000 yes

64 8 9 0.132mi 2 4284 64 9 8 0.132mi 2 4834 9118 9100 yes

71 9 10 0.058mi 1 2126 71 10 9 0.058mi 3 1957 4083 4100 yes

78 10 11 0.026mi 2 2126 78 11 10 0.026mi 1 1875 4001 4000 yes

85 11 12 0.055mi 2 4155 85 12 11 0.055mi 1 1078 5233 5200 yes

92 12 13 0.296mi 1 2381 92 13 12 0.296mi 2 1078 3459 3500 yes

99 13 14 0.068mi 1 1675 99 14 13 0.068mi 1 1065 2740 2700 yes

106 14 15 0.250mi 1 1675 106 15 14 0.250mi 1 1065 2740 2700 yes

113 15 16 0.397mi 2 1329 113 16 15 0.397mi 1 1900 3229 3200 yes

120 16 17 0.103mi 1 232 120 17 16 0.103mi 1 0 232 200 yes

143 5 19 0.066mi 1 373 143 19 5 0.066mi 2 774 1147 1100 yes

146 18 19 0.461mi 1 975 146 19 18 0.461mi 1 802 1777 1800 yes

153 19 20 0.169mi 1 201 153 20 19 0.169mi 1 429 630 600 yes

163 7 21 0.083mi 1 269 163 21 7 0.083mi 1 201 470 500 yes

176 3 22 0.277mi 1 873 176 22 3 0.277mi 1 534 1407 1400 yes

179 18 22 0.160mi 1 746 179 22 18 0.160mi 1 777 1523 1500 yes

189 2 23 1.109mi 1 388 189 23 2 1.109mi 1 1164 1552 1600 yes

196 5 24 0.256mi 2 5513 196 24 5 0.256mi 1 3652 9165 9200 yes

211 23 26 0.297mi 1 868 211 26 23 0.297mi 1 2307 3175 3200 yes

214 24 26 0.440mi 1 2571 214 26 24 0.440mi 1 753 3324 3300 yes

236 25 31 0.065mi 1 0 236 31 25 0.065mi 1 0 0 0 yes

239 25 30 0.089mi 2 997 239 30 25 0.089mi 2 1311 2308 2300 yes

242 29 30 0.115mi 1 5777 242 30 29 0.115mi 1 5371 11148 11100 yes

248 25 28 0.116mi 1 2498 248 28 25 0.116mi 1 2496 4994 5000 yes

251 26 28 0.489mi 1 2508 251 28 26 0.489mi 1 2112 4620 4600 yes

258 23 32 0.257mi 1 2112 258 32 23 0.257mi 1 1337 3449 3400 yes

282 29 32 0.681mi 1 2838 282 32 29 0.681mi 1 3434 6272 6300 yes

285 34 1184 2.075mi 1 0 285 1184 34 2.075mi 1 0 0 0 yes

City of Pullman Comprehensive Plan Update

Transportation Final Technical Memorandum Pullman_Alternative_Link_Volumes.xls

1 of 9

February 12, 2018

Page 194: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Appendix B - Vistro Output

Alternative A: Modified 2013 Comprehensive Plan Updated - Preferred

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

293 34 35 0.748mi 1 409 293 35 34 0.748mi 1 540 949 900 yes

300 35 36 0.584mi 1 2299 300 36 35 0.584mi 1 2596 4895 4900 yes

309 35 37 1.030mi 1 2056 309 37 35 1.030mi 1 1890 3946 3900 yes

312 30 37 0.285mi 2 5566 312 37 30 0.285mi 2 5474 11040 11000 yes

315 24 25 0.452mi 2 2587 315 25 24 0.452mi 2 2899 5486 5500 yes

318 24 27 0.326mi 1 355 318 27 24 0.326mi 1 0 355 400 yes

321 27 31 0.388mi 1 0 321 31 27 0.388mi 1 0 0 0 yes

324 32 34 1.135mi 1 409 324 34 32 1.135mi 1 540 949 900 yes

335 8 38 0.078mi 1 0 335 38 8 0.078mi 1 0 0 0 yes

363 37 39 0.347mi 2 3676 363 39 37 0.347mi 2 3418 7094 7100 yes

366 27 39 0.619mi 1 355 366 39 27 0.619mi 0 0 355 400 yes

381 38 41 0.133mi 1 0 381 41 38 0.133mi 1 0 0 0 yes

384 9 41 0.067mi 2 913 384 41 9 0.067mi 2 1498 2411 2400 yes

387 40 41 0.039mi 1 1498 387 41 40 0.039mi 2 913 2411 2400 yes

393 12 42 0.119mi 2 1774 393 42 12 0.119mi 0 0 1774 1800 yes

422 42 44 0.148mi 2 2124 422 44 42 0.148mi 0 0 2124 2100 yes

425 40 44 0.129mi 0 393 425 44 40 0.129mi 3 2327 2720 2700 yes

441 44 45 0.071mi 2 2517 441 45 44 0.071mi 2 2327 4844 4800 yes

455 46 47 0.257mi 1 0 455 47 46 0.257mi 1 187 187 200 yes

462 16 48 0.320mi 1 1097 462 48 16 0.320mi 1 1900 2997 3000 yes

476 46 49 0.205mi 1 187 476 49 46 0.205mi 1 0 187 200 yes

480 14 49 0.424mi 1 0 480 49 14 0.424mi 1 0 0 0 yes

483 15 47 0.387mi 1 0 483 47 15 0.387mi 1 0 0 0 yes

490 15 50 0.280mi 1 1396 490 50 15 0.280mi 1 215 1611 1600 yes

497 13 51 0.208mi 1 981 497 51 13 0.208mi 1 288 1269 1300 yes

500 50 51 0.327mi 1 0 500 51 50 0.327mi 1 0 0 0 yes

515 9 54 0.073mi 2 3281 515 54 9 0.073mi 2 3415 6696 6700 yes

518 53 54 0.094mi 1 498 518 54 53 0.094mi 1 505 1003 1000 yes

521 8 53 0.054mi 1 243 521 53 8 0.054mi 1 0 243 200 yes

524 52 53 0.029mi 1 498 524 53 52 0.029mi 1 748 1246 1200 yes

531 21 55 0.079mi 1 0 531 55 21 0.079mi 1 0 0 0 yes

534 52 55 0.258mi 1 981 534 55 52 0.258mi 1 617 1598 1600 yes

541 55 56 0.149mi 1 347 541 56 55 0.149mi 1 0 347 300 yes

544 20 56 0.071mi 1 0 544 56 20 0.071mi 1 160 160 200 yes

City of Pullman Comprehensive Plan Update

Transportation Final Technical Memorandum Pullman_Alternative_Link_Volumes.xls

2 of 9

February 12, 2018

Page 195: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Appendix B - Vistro Output

Alternative A: Modified 2013 Comprehensive Plan Updated - Preferred

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

551 54 57 0.627mi 1 2776 551 57 54 0.627mi 1 2917 5693 5700 yes

555 58 1326 0.403mi 1 0 555 1326 58 0.403mi 1 3271 3271 3300 yes

558 57 58 0.715mi 1 3070 558 58 57 0.715mi 1 3271 6341 6300 yes

579 61 1341 0.366mi 1 0 579 1341 61 0.366mi 1 0 0 0 yes

588 17 61 0.542mi 1 0 588 61 17 0.542mi 1 0 0 0 yes

595 48 62 0.881mi 2 1035 595 62 48 0.881mi 1 1940 2975 3000 yes

602 62 63 0.041mi 1 1035 602 63 62 0.041mi 1 1940 2975 3000 yes

605 46 62 0.851mi 1 0 605 62 46 0.851mi 1 0 0 0 yes

612 63 64 0.316mi 1 3817 612 64 63 0.316mi 1 4731 8548 8500 yes

615 36 64 1.047mi 2 1522 615 64 36 1.047mi 3 1764 3286 3300 yes

622 64 65 0.259mi 2 4046 622 65 64 0.259mi 2 5202 9248 9200 yes

625 39 65 0.126mi 2 4031 625 65 39 0.126mi 2 3418 7449 7400 yes

628 45 65 0.457mi 2 2870 628 65 45 0.457mi 2 2327 5197 5200 yes

639 49 67 0.134mi 1 187 639 67 49 0.134mi 1 0 187 200 yes

642 45 67 0.140mi 1 0 642 67 45 0.140mi 1 353 353 400 yes

668 11 68 0.417mi 1 1025 668 68 11 0.417mi 1 2718 3743 3700 yes

681 57 69 0.197mi 1 436 681 69 57 0.197mi 1 376 812 800 yes

684 68 69 0.177mi 1 1151 684 69 68 0.177mi 1 3170 4321 4300 yes

687 59 69 0.837mi 1 2939 687 69 59 0.837mi 1 980 3919 3900 yes

690 51 68 0.461mi 1 735 690 68 51 0.461mi 1 1061 1796 1800 yes

706 33 1403 0.564mi 2 0 706 1403 33 0.564mi 2 4118 4118 4100 yes

710 33 36 0.374mi 2 4118 710 36 33 0.374mi 2 4063 8181 8200 yes

717 63 70 0.282mi 1 3214 717 70 63 0.282mi 1 3205 6419 6400 yes

724 70 71 0.521mi 1 0 724 71 70 0.521mi 1 0 0 0 yes

734 56 72 0.442mi 1 187 734 72 56 0.442mi 1 0 187 200 yes

741 72 73 0.227mi 1 617 741 73 72 0.227mi 1 634 1251 1300 yes

744 55 73 0.349mi 1 634 744 73 55 0.349mi 1 617 1251 1300 yes

751 52 74 0.891mi 1 175 751 74 52 0.891mi 1 289 464 500 yes

819 40 43 0.053mi 3 1362 819 43 40 0.053mi 0 147 1509 1500 yes

835 11 43 0.041mi 0 147 835 43 11 0.041mi 2 1280 1427 1400 yes

City of Pullman Comprehensive Plan Update

Transportation Final Technical Memorandum Pullman_Alternative_Link_Volumes.xls

3 of 9

February 12, 2018

Page 196: City of Pullman Comprehensive Plan Update...SE Spring St Old Wawawai Rd Fountain St SW Crestview St Crestview St SE Derby St Professional Mall Blvd. Transportation 5 Final Technical

Appendix B - Vistro Output

Alternative B: Compact Higher Density

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

11 1 2 0.678mi 1 0 11 2 1 0.678mi 1 49 49 0 yes

18 2 3 0.211mi 1 672 18 3 2 0.211mi 1 260 932 900 yes

25 3 4 0.357mi 1 312 25 4 3 0.357mi 1 282 594 600 yes

32 4 5 0.202mi 2 1524 32 5 4 0.202mi 1 1172 2696 2700 yes

43 5 6 0.156mi 2 1094 43 6 5 0.156mi 1 2701 3795 3800 yes

50 6 7 0.227mi 2 822 50 7 6 0.227mi 2 2430 3252 3300 yes

57 7 8 0.224mi 2 973 57 8 7 0.224mi 2 2583 3556 3600 yes

64 8 9 0.132mi 2 1836 64 9 8 0.132mi 2 3441 5277 5300 yes

71 9 10 0.058mi 1 994 71 10 9 0.058mi 3 2908 3902 3900 yes

78 10 11 0.026mi 2 994 78 11 10 0.026mi 1 2901 3895 3900 yes

85 11 12 0.055mi 2 845 85 12 11 0.055mi 1 644 1489 1500 yes

92 12 13 0.296mi 1 786 92 13 12 0.296mi 2 644 1430 1400 yes

99 13 14 0.068mi 1 786 99 14 13 0.068mi 1 794 1580 1600 yes

106 14 15 0.250mi 1 786 106 15 14 0.250mi 1 794 1580 1600 yes

113 15 16 0.397mi 2 947 113 16 15 0.397mi 1 1141 2088 2100 yes

120 16 17 0.103mi 1 8 120 17 16 0.103mi 1 0 8 0 yes

143 5 19 0.066mi 1 725 143 19 5 0.066mi 2 934 1659 1700 yes

146 18 19 0.461mi 1 1085 146 19 18 0.461mi 1 921 2006 2000 yes

153 19 20 0.169mi 1 151 153 20 19 0.169mi 1 196 347 300 yes

163 7 21 0.083mi 1 153 163 21 7 0.083mi 1 151 304 300 yes

176 3 22 0.277mi 1 747 176 22 3 0.277mi 1 365 1112 1100 yes

179 18 22 0.160mi 1 280 179 22 18 0.160mi 1 358 638 600 yes

189 2 23 1.109mi 1 161 189 23 2 1.109mi 1 623 784 800 yes

196 5 24 0.256mi 2 4229 196 24 5 0.256mi 1 2061 6290 6300 yes

211 23 26 0.297mi 1 469 211 26 23 0.297mi 1 1717 2186 2200 yes

214 24 26 0.440mi 1 2792 214 26 24 0.440mi 1 127 2919 2900 yes

236 25 31 0.065mi 1 2712 236 31 25 0.065mi 1 3154 5866 5900 yes

239 25 30 0.089mi 2 522 239 30 25 0.089mi 2 3352 3874 3900 yes

242 29 30 0.115mi 1 7454 242 30 29 0.115mi 1 2410 9864 9900 yes

248 25 28 0.116mi 1 4512 248 28 25 0.116mi 1 1769 6281 6300 yes

251 26 28 0.489mi 1 4137 251 28 26 0.489mi 1 2418 6555 6600 yes

258 23 32 0.257mi 1 1269 258 32 23 0.257mi 1 785 2054 2100 yes

282 29 32 0.681mi 1 1034 282 32 29 0.681mi 1 1613 2647 2600 yes

285 34 1184 2.075mi 1 0 285 1184 34 2.075mi 1 0 0 0 yes

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Appendix B - Vistro Output

Alternative B: Compact Higher Density

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

293 34 35 0.748mi 1 87 293 35 34 0.748mi 1 87 174 200 yes

300 35 36 0.584mi 1 182 300 36 35 0.584mi 1 202 384 400 yes

309 35 37 0.984mi 1 115 309 37 35 0.984mi 1 95 210 200 yes

312 30 37 0.285mi 2 2067 312 37 30 0.285mi 2 1597 3664 3700 yes

315 24 25 0.452mi 2 1405 315 25 24 0.452mi 2 1934 3339 3300 yes

318 24 27 0.326mi 1 32 318 27 24 0.326mi 1 0 32 0 yes

321 27 31 0.388mi 1 3943 321 31 27 0.388mi 1 5245 9188 9200 yes

324 32 34 1.135mi 1 87 324 34 32 1.135mi 1 87 174 200 yes

335 8 38 0.078mi 1 789 335 38 8 0.078mi 1 1257 2046 2000 yes

338 27 38 0.629mi 1 5245 338 38 27 0.629mi 1 3943 9188 9200 yes

363 37 39 0.347mi 2 1972 363 39 37 0.347mi 2 1482 3454 3500 yes

366 27 39 0.619mi 1 32 366 39 27 0.619mi 0 0 32 0 yes

381 38 41 0.133mi 1 3988 381 41 38 0.133mi 1 3154 7142 7100 yes

384 9 41 0.067mi 2 1892 384 41 9 0.067mi 2 1231 3123 3100 yes

393 12 42 0.119mi 2 59 393 42 12 0.119mi 0 0 59 100 yes

422 42 44 0.148mi 2 140 422 44 42 0.148mi 0 0 140 100 yes

425 40 44 0.129mi 0 11 425 44 40 0.129mi 3 167 178 200 yes

441 44 45 0.071mi 2 151 441 45 44 0.071mi 2 167 318 300 yes

455 46 47 0.257mi 1 0 455 47 46 0.257mi 1 421 421 400 yes

462 16 48 0.320mi 1 939 462 48 16 0.320mi 1 1141 2080 2100 yes

476 46 49 0.205mi 1 421 476 49 46 0.205mi 1 0 421 400 yes

480 14 49 0.424mi 1 0 480 49 14 0.424mi 1 0 0 0 yes

483 15 47 0.387mi 1 0 483 47 15 0.387mi 1 0 0 0 yes

490 15 50 0.280mi 1 488 490 50 15 0.280mi 1 302 790 800 yes

497 13 51 0.208mi 1 150 497 51 13 0.208mi 1 0 150 200 yes

500 50 51 0.327mi 1 0 500 51 50 0.327mi 1 0 0 0 yes

515 9 54 0.073mi 2 1471 515 54 9 0.073mi 2 1823 3294 3300 yes

518 53 54 0.094mi 1 159 518 54 53 0.094mi 1 168 327 300 yes

521 8 53 0.054mi 1 473 521 53 8 0.054mi 1 10 483 500 yes

524 52 53 0.029mi 1 159 524 53 52 0.029mi 1 631 790 800 yes

531 21 55 0.079mi 1 0 531 55 21 0.079mi 1 0 0 0 yes

534 52 55 0.258mi 1 280 534 55 52 0.258mi 1 226 506 500 yes

541 55 56 0.149mi 1 122 541 56 55 0.149mi 1 0 122 100 yes

544 20 56 0.071mi 1 0 544 56 20 0.071mi 1 43 43 0 yes

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Appendix B - Vistro Output

Alternative B: Compact Higher Density

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

551 54 57 0.627mi 1 1313 551 57 54 0.627mi 1 1674 2987 3000 yes

555 58 1326 0.403mi 1 0 555 1326 58 0.403mi 1 2029 2029 2000 yes

558 57 58 0.715mi 1 1611 558 58 57 0.715mi 1 2029 3640 3600 yes

579 61 1341 0.366mi 1 0 579 1341 61 0.366mi 1 0 0 0 yes

588 17 61 0.542mi 1 0 588 61 17 0.542mi 1 0 0 0 yes

595 48 62 0.881mi 2 1499 595 62 48 0.881mi 1 2034 3533 3500 yes

602 62 63 0.041mi 1 1499 602 63 62 0.041mi 1 2034 3533 3500 yes

605 46 62 0.851mi 1 0 605 62 46 0.851mi 1 0 0 0 yes

612 63 64 0.316mi 1 1578 612 64 63 0.316mi 1 2111 3689 3700 yes

615 36 64 1.047mi 2 211 615 64 36 1.047mi 3 232 443 400 yes

622 64 65 0.259mi 2 1649 622 65 64 0.259mi 2 2203 3852 3900 yes

625 39 65 0.126mi 2 2004 625 65 39 0.126mi 2 1482 3486 3500 yes

628 45 65 0.457mi 2 199 628 65 45 0.457mi 2 167 366 400 yes

639 49 67 0.134mi 1 421 639 67 49 0.134mi 1 0 421 400 yes

642 45 67 0.140mi 1 0 642 67 45 0.140mi 1 48 48 0 yes

668 11 68 0.417mi 1 2141 668 68 11 0.417mi 1 2316 4457 4500 yes

681 57 69 0.197mi 1 365 681 69 57 0.197mi 1 308 673 700 yes

684 68 69 0.177mi 1 2728 684 69 68 0.177mi 1 2905 5633 5600 yes

687 59 69 0.837mi 1 2616 687 69 59 0.837mi 1 2496 5112 5100 yes

690 51 68 0.461mi 1 605 690 68 51 0.461mi 1 607 1212 1200 yes

706 33 1403 0.564mi 2 0 706 1403 33 0.564mi 2 413 413 400 yes

710 33 36 0.374mi 2 413 710 36 33 0.374mi 2 414 827 800 yes

717 63 70 0.282mi 1 99 717 70 63 0.282mi 1 101 200 200 yes

724 70 71 0.521mi 1 0 724 71 70 0.521mi 1 0 0 0 yes

734 56 72 0.442mi 1 79 734 72 56 0.442mi 1 0 79 100 yes

741 72 73 0.227mi 1 226 741 73 72 0.227mi 1 158 384 400 yes

744 55 73 0.349mi 1 158 744 73 55 0.349mi 1 226 384 400 yes

751 52 74 0.891mi 1 461 751 74 52 0.891mi 1 43 504 500 yes

819 40 43 0.053mi 3 1940 819 43 40 0.053mi 0 0 1940 1900 yes

835 11 43 0.041mi 0 0 835 43 11 0.041mi 2 1933 1933 1900 yes

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Appendix B - Vistro Output

Alternative B: Compact Higher Density

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

11 1 2 0.678mi 1 0 11 2 1 0.678mi 1 51 51 100 yes

18 2 3 0.211mi 1 698 18 3 2 0.211mi 1 353 1051 1100 yes

25 3 4 0.357mi 1 481 25 4 3 0.357mi 1 463 944 900 yes

32 4 5 0.202mi 2 2007 32 5 4 0.202mi 1 1641 3648 3600 yes

43 5 6 0.156mi 2 993 43 6 5 0.156mi 1 1941 2934 2900 yes

50 6 7 0.227mi 2 841 50 7 6 0.227mi 2 1786 2627 2600 yes

57 7 8 0.224mi 2 988 57 8 7 0.224mi 2 1961 2949 2900 yes

64 8 9 0.132mi 2 1971 64 9 8 0.132mi 2 2728 4699 4700 yes

71 9 10 0.058mi 1 920 71 10 9 0.058mi 3 1199 2119 2100 yes

78 10 11 0.026mi 2 920 78 11 10 0.026mi 1 1174 2094 2100 yes

85 11 12 0.055mi 2 1164 85 12 11 0.055mi 1 668 1832 1800 yes

92 12 13 0.296mi 1 878 92 13 12 0.296mi 2 668 1546 1500 yes

99 13 14 0.068mi 1 878 99 14 13 0.068mi 1 784 1662 1700 yes

106 14 15 0.250mi 1 878 106 15 14 0.250mi 1 784 1662 1700 yes

113 15 16 0.397mi 2 792 113 16 15 0.397mi 1 1058 1850 1800 yes

120 16 17 0.103mi 1 40 120 17 16 0.103mi 1 0 40 0 yes

143 5 19 0.066mi 1 302 143 19 5 0.066mi 2 480 782 800 yes

146 18 19 0.461mi 1 627 146 19 18 0.461mi 1 527 1154 1200 yes

153 19 20 0.169mi 1 147 153 20 19 0.169mi 1 225 372 400 yes

163 7 21 0.083mi 1 175 163 21 7 0.083mi 1 147 322 300 yes

176 3 22 0.277mi 1 759 176 22 3 0.277mi 1 432 1191 1200 yes

179 18 22 0.160mi 1 335 179 22 18 0.160mi 1 367 702 700 yes

189 2 23 1.109mi 1 191 189 23 2 1.109mi 1 583 774 800 yes

196 5 24 0.256mi 2 3308 196 24 5 0.256mi 1 1816 5124 5100 yes

211 23 26 0.297mi 1 594 211 26 23 0.297mi 1 1686 2280 2300 yes

214 24 26 0.440mi 1 1712 214 26 24 0.440mi 1 76 1788 1800 yes

236 25 31 0.065mi 1 1497 236 31 25 0.065mi 1 1015 2512 2500 yes

239 25 30 0.089mi 2 1011 239 30 25 0.089mi 2 2646 3657 3700 yes

242 29 30 0.115mi 1 7790 242 30 29 0.115mi 1 5760 13550 13600 yes

248 25 28 0.116mi 1 2367 248 28 25 0.116mi 1 1577 3944 3900 yes

251 26 28 0.489mi 1 3610 251 28 26 0.489mi 1 2797 6407 6400 yes

258 23 32 0.257mi 1 1333 258 32 23 0.257mi 1 892 2225 2200 yes

282 29 32 0.681mi 1 2769 282 32 29 0.681mi 1 3205 5974 6000 yes

285 34 1184 2.075mi 1 0 285 1184 34 2.075mi 1 0 0 0 yes

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Appendix B - Vistro Output

Alternative B: Compact Higher Density

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

293 34 35 0.748mi 1 762 293 35 34 0.748mi 1 760 1522 1500 yes

300 35 36 0.584mi 1 3426 300 36 35 0.584mi 1 3590 7016 7000 yes

309 35 37 0.984mi 1 2830 309 37 35 0.984mi 1 2664 5494 5500 yes

312 30 37 0.285mi 2 5108 312 37 30 0.285mi 2 5055 10163 10200 yes

315 24 25 0.452mi 2 1377 315 25 24 0.452mi 2 1740 3117 3100 yes

318 24 27 0.326mi 1 219 318 27 24 0.326mi 1 0 219 200 yes

321 27 31 0.388mi 1 1860 321 31 27 0.388mi 1 2684 4544 4500 yes

324 32 34 1.135mi 1 762 324 34 32 1.135mi 1 760 1522 1500 yes

335 8 38 0.078mi 1 845 335 38 8 0.078mi 1 1277 2122 2100 yes

338 27 38 0.629mi 1 2684 338 38 27 0.629mi 1 1860 4544 4500 yes

363 37 39 0.347mi 2 2444 363 39 37 0.347mi 2 2225 4669 4700 yes

366 27 39 0.619mi 1 219 366 39 27 0.619mi 0 0 219 200 yes

381 38 41 0.133mi 1 1407 381 41 38 0.133mi 1 1015 2422 2400 yes

384 9 41 0.067mi 2 788 384 41 9 0.067mi 2 1141 1929 1900 yes

393 12 42 0.119mi 2 286 393 42 12 0.119mi 0 0 286 300 yes

422 42 44 0.148mi 2 548 422 44 42 0.148mi 0 0 548 500 yes

425 40 44 0.129mi 0 155 425 44 40 0.129mi 3 1363 1518 1500 yes

441 44 45 0.071mi 2 703 441 45 44 0.071mi 2 1363 2066 2100 yes

455 46 47 0.257mi 1 0 455 47 46 0.257mi 1 220 220 200 yes

462 16 48 0.320mi 1 752 462 48 16 0.320mi 1 1058 1810 1800 yes

476 46 49 0.205mi 1 220 476 49 46 0.205mi 1 0 220 200 yes

480 14 49 0.424mi 1 0 480 49 14 0.424mi 1 0 0 0 yes

483 15 47 0.387mi 1 0 483 47 15 0.387mi 1 0 0 0 yes

490 15 50 0.280mi 1 483 490 50 15 0.280mi 1 123 606 600 yes

497 13 51 0.208mi 1 116 497 51 13 0.208mi 1 0 116 100 yes

500 50 51 0.327mi 1 0 500 51 50 0.327mi 1 0 0 0 yes

515 9 54 0.073mi 2 1699 515 54 9 0.073mi 2 1824 3523 3500 yes

518 53 54 0.094mi 1 230 518 54 53 0.094mi 1 373 603 600 yes

521 8 53 0.054mi 1 363 521 53 8 0.054mi 1 147 510 500 yes

524 52 53 0.029mi 1 230 524 53 52 0.029mi 1 589 819 800 yes

531 21 55 0.079mi 1 0 531 55 21 0.079mi 1 0 0 0 yes

534 52 55 0.258mi 1 406 534 55 52 0.258mi 1 290 696 700 yes

541 55 56 0.149mi 1 119 541 56 55 0.149mi 1 0 119 100 yes

544 20 56 0.071mi 1 0 544 56 20 0.071mi 1 50 50 0 yes

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Appendix B - Vistro Output

Alternative B: Compact Higher Density

LINK

NO

FROM

NODE

NO

TO

NODE

NO

LENGTH

NUMBER

OF

LANES

VOLUMEREVERSE

LINK_NO

R_FROM

NODE_NO

R_TO

NODE_NOR_LENGTH

R_NUMBER

OF_LANESR_VOLUME

TOTAL

VOLUME

TOTAL

VOLUME

ROUNDED

FFC

551 54 57 0.627mi 1 1473 551 57 54 0.627mi 1 1741 3214 3200 yes

555 58 1326 0.403mi 1 0 555 1326 58 0.403mi 1 1980 1980 2000 yes

558 57 58 0.715mi 1 1708 558 58 57 0.715mi 1 1980 3688 3700 yes

579 61 1341 0.366mi 1 0 579 1341 61 0.366mi 1 0 0 0 yes

588 17 61 0.542mi 1 0 588 61 17 0.542mi 1 0 0 0 yes

595 48 62 0.881mi 2 2375 595 62 48 0.881mi 1 2745 5120 5100 yes

602 62 63 0.041mi 1 2375 602 63 62 0.041mi 1 2745 5120 5100 yes

605 46 62 0.851mi 1 0 605 62 46 0.851mi 1 0 0 0 yes

612 63 64 0.316mi 1 3333 612 64 63 0.316mi 1 3704 7037 7000 yes

615 36 64 1.047mi 2 1672 615 64 36 1.047mi 3 1845 3517 3500 yes

622 64 65 0.259mi 2 3588 622 65 64 0.259mi 2 4132 7720 7700 yes

625 39 65 0.126mi 2 2663 625 65 39 0.126mi 2 2225 4888 4900 yes

628 45 65 0.457mi 2 1469 628 65 45 0.457mi 2 1363 2832 2800 yes

639 49 67 0.134mi 1 220 639 67 49 0.134mi 1 0 220 200 yes

642 45 67 0.140mi 1 0 642 67 45 0.140mi 1 766 766 800 yes

668 11 68 0.417mi 1 452 668 68 11 0.417mi 1 792 1244 1200 yes

681 57 69 0.197mi 1 264 681 69 57 0.197mi 1 260 524 500 yes

684 68 69 0.177mi 1 817 684 69 68 0.177mi 1 1154 1971 2000 yes

687 59 69 0.837mi 1 945 687 69 59 0.837mi 1 612 1557 1600 yes

690 51 68 0.461mi 1 416 690 68 51 0.461mi 1 413 829 800 yes

706 33 1403 0.564mi 2 0 706 1403 33 0.564mi 2 5262 5262 5300 yes

710 33 36 0.374mi 2 5262 710 36 33 0.374mi 2 5271 10533 10500 yes

717 63 70 0.282mi 1 1173 717 70 63 0.282mi 1 1172 2345 2300 yes

724 70 71 0.521mi 1 0 724 71 70 0.521mi 1 0 0 0 yes

734 56 72 0.442mi 1 69 734 72 56 0.442mi 1 0 69 100 yes

741 72 73 0.227mi 1 290 741 73 72 0.227mi 1 287 577 600 yes

744 55 73 0.349mi 1 287 744 73 55 0.349mi 1 290 577 600 yes

751 52 74 0.891mi 1 354 751 74 52 0.891mi 1 111 465 500 yes

819 40 43 0.053mi 3 435 819 43 40 0.053mi 0 0 435 400 yes

835 11 43 0.041mi 0 0 835 43 11 0.041mi 2 410 410 400 yes

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