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Ye1m Terra Pla t Ye-m, Washington Traffic Impact Study September 2003 Prepared for: SCA Consulting Group PO Box 3485 677 Woodland Square Loop SE Lacey, WA 98509-3485 Prepared by: Transportation Engineering Northwest, LLC Transportation Engineering/Operations • Impact Studies • Design Services • Transportation Planning/Forecasting 16625 Redmond Way, Suite M, PMB 323 • Redmond, WA 98052 • Office/Mobile (206) 396-8286 • Fax (425) 398-5779 Yelm Terra Plat - Yelm, Washington Table of Contents Traffic Impact Study FINDINGS ~ CONCLUSIONS ..........................................................................................................1 INTRODUCTION ...............................................................................................................................2 Project Description .................................................................................................................... ..2 Project Approach ....................................................................................................................... ..2 Primary Data and Information Sources ...................................................................................... ..3 EXISTING CONDITIONS ................................................................................................................ ..6 Study Area ................................................................................................................................. ..6 Traffic Volumes .......................................................................................................................... ..6 Intersection Level of Service (LOS) ........................................................................................... ..9 Planned Transportation Improvements ...................................................................................... 10 DETERMINATION OF IMPACT ...................................................................................................... 12 Trip Generation .......................................................................................................................... 12 Trip Distribution and Assignment ............................................................................................... 12 Traffic Volume Impact ................................................................................................................ 14 Intersection LOS Impact ............................................................................................................ 14 Non-Motorized Impacts .............................................................................................................. 18 Site Access Analysis ................................................................................................................. 18 MITIGATION ................................................................................................................................... 18 Appendix A -Existing Intersection Traffic Volumes Appendix B -Intersection LOS Analysis Results Transportation Engineering Northwest i September 16, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study List of Figures and Tables Figure 1. Project Vicinity ..............................................................................................................................4 Figure 2. Proposed Site Plan .......................................................................................................................5 Figure 3. Existing Channelization .................................................................................................................7 Figure 4. Existing 2003 PM Peak Hour Volumes .........................................................................................8 Figure 5. Project Trip Assignment ..............................................................................................................13 Figure 6. Future Year 2005 PM Peak Hour Traffic Volumes Without the Project .......................................15 Figure 7. 2005 With-Project PM Peak Hour Traffic Volumes .....................................................................16 Table 1. LOS Criteria for Signalized and Unsignalized Intersections ...........................................................9 Table 2. Existing PM Peak Hour LOS Summary ........................................................................................10 Table 3. Project Trip Generation for 97 lots ...............................................................................................12 Table 4. 2005 PM Peak Hour LOS Summary ............................................................................................17 Transportation Engineering Northwest ii September 16, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study FINDINGS 8z CONCLUSIONS Project Proposal. The proposed Yelrn Terra Plat residential development is a 97- lot residential development located on the north side of 105th Way SE west of Clark Road SE in Yelm, Washington. The primary vehicular access to the site is proposed via two driveways on 105' Way SE. A one-way ingress (southbound- only) is also proposed on the north side of the site via the extension of 3`d Street SE through an existing neighborhood. As part of the project, access to Mill Road via 105' Way SE is proposed to be restricted. Trip Generation. This proposed 97-lot single-family residential development is anticipated to generate a total of 928 weekday daily vehicle trips, of which 73 would occur during the weekday AM peak hour, and 98 would occur during the weekday PM peak hour. Study Area Operations. The addition of project-generated traffic would not have a significant adverse impact at any of the seven study intersections during weekday PM peak hour conditions. Site Access Impacts. To meet the City's adopted subdivision requirements, a road connection will be made to the existing neighborhood to the north. To minimize traffic impacts to the northern neighbors, only entering (southbound) traffic would be allowed. Non-Motorized Impacts. Sidewalks will be provided on one side of all new roadways within the plat to accommodate pedestrians. Half-street frontage on 105` Way SE would also provide sidewalks for pedestrians. Impact Fees. Mitigation required by the City of Yelm includes payment of a traffic impact fee. The City's current traffic impact fee is $750 per PM peak hour trip. The Yelm Terra Plat would be subject to a $73,500 traffic impact fee ($750 per PM peak hour trip X 98 PM peak hour trips). Transportation Engineering Northwest j September 16, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study INTRODUCTION Project Description The proposed Yelm Terra Plat is a 97-lot residential development located north of 105th Way SE west of Clark Road SE in Yelm, Washington (see Figure 1). Full buildout of the proposed development is anticipated to be complete by the year 2005. The existing site is vacant. The primary vehicular access to the site is proposed via two driveways on 105th Way SE. A one-way ingress (southbound- only) is also proposed on the north side of the site at 3`d Street SE through an existing neighborhood. As part of the project, access to Mill Road via 105th Way SE is proposed to be restricted. The proposed site plan is shown in Figure 2. Project Approach The report documents the evaluation of traffic impacts and recommended mitigation measures. To analyze the traffic impacts of the Yelm Terra Plat, the following tasks were undertaken: • Assessed existing conditions and reviewed existing planning documents; • Described and assessed existing transportation conditions in the area; • Documented future without-project traffic forecasts and assumptions; • Documented planned transportation improvements; • Estimated trip generation and documented distribution of project traffic; • Evaluated intersection LOS at seven study intersections for weekday PM peak hour conditions; • Determined City transportation mitigation fees. A project scoping meeting occurred on August 13, 203 with City staff to establish the tasks to be evaluated in this traffic study. Transportation Engineering Northwest 2 September 16, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study Primary Data and Information Sources • Traffic Scoping Letter to Jim Gibson, City of Yelm -July 31, 2003. • Year 2003 PM Peak Hour Traffic Volumes; source: Trafficount. • Highway Capacity Manual (HC~, Special Report 209, Transportation Research Board (TRB), Year 2000 Edition. • City of Yelm Development Guidelines -July 19, 2000. • City of Yelm 2004-2009 Six-Year Transportation Improvement Program, adopted July 2003. • Institute of Transportation Engineers (ITE) Trip Generation Manual, 6th Edition, 1997. • City of Yelm Municipal Code 15.40 Concurrency Management. Transportation Engineering Northwest 3 September 16, 2003 Not to Scale Transportation Figure 1 Yelm Terra Plat Engineering Vicinity Map Yelm, Washington Northwest, LLC September 1Q ~ ' i ~. I ~i , a~ r r Y r r a r r I j' 4 ~ i - - -- - - " ; I ~-- ~ ---r-------~ jj ~ Ali 111 r ~ + a r ----- - ; ~I I ~ ' ~ ~ ` r s r I r ~ ~> 'I ~_ _ I I r y g __'~ I I ~ Y .____ ___ _ ~ _ ~ ~I_I- _ ' ~__ t i - s s ~ i ~, L I I s ~ a g§~ I -- ---~. ---- ---- ------ ji I r ~ a n ---- - ~- Q ~ =~ ~ a s i t < W m i 'I e ~ s I s 30 ----- ^ I I III I s ~/ a~ I r O I' r L i ~~ N ~J tii ______~ ~ __ _ _ I1 ' ' i E n ~ % Ll ~e I e s / aV / ~A~ a / % Z INTI v~ q I, I s s II - I /' s i 3 (II I /r r = %/ / ~~ ~ cn I, ' ~ ~ i / d I, ~ II m ~' _-- T- --------------------------------- Clark Road SgE v Zs ~ ~~ YELM TERRA t`- ~~ ~a ~( ~~ PLAT PREP`AT ARY s pw~ti~ '''10°' iau wns+mctaH Note: Preliminary site plan provided by SCA Consulting Group August 28, 2003. Transportation Yelm Terra Plat Engineering 1=figure 2 Yelm, Washington Northwest, ~i.c Proposed Site Plan September 16, 2003 Yelm Terra Plat - Yeim, Washington Traffic Impact Study EXISTING CONDITIONS Study Area A traffic scoping letter was submitted in July of 2003 to establish the study area of the traffic study and determine the intersections to be evaluated. A scoping meeting on August 13, 2003 established seven (7) study intersections to be evaluated. The seven study intersections are: 1. Yelm Avenue / SW Longmire Street 2. Yelm Avenue / 1St Street SE 3. Yelm Avenue /Clark Road SE 4. Yelm Avenue / NE 103rd Street 5. Yelm Avenue /Bald Hill Road SE / NE Creek Street 6. 105th Way SE /Clark Road SE 7. Mosman Avenue SE / 1St Street SE The following paragraphs describe existing roadways that would be used as major routes to/from the site. Roadway characteristics are described in terms of facility type, number of lanes, and posted speed limits. Yelm Avenue is an urban arterial with a posted speed limit of 25 mph to 35 mph within the city limits. The roadway has one travel lanes in each direction. A center turn lane exists on Yelm Avenue east of Clark Road SE. 1St Street is a major arterial with a posted speed limit of 35 mph within the city limits. The roadway has one travel lane in each direction. Clark Road SE is a neighborhood collector. The posted speed limit is 25 mph. The roadway has one travel lane in each direction. lOSt~ Way SE is a neighborhood collector. The posted speed limit is 25 mph. The roadway has one travel lane in each direction. Figure 3 is provided to illustrate the existing channelization at the seven study intersections. Traffic Volumes Weekday PM peak hour traffic volume data was collected in 2003 at the seven study intersections. Appendix A provides the detailed traffic volume sheets for each of the study intersections. Figure 4 illustrates the 2003 PM peak hour traffic volumes at the study intersections. Transportation Engineering Northwest ( September 16, 2003 SW Longmire StlYelm Ave ~ ~ y~~N Bald Hills/Creek St/Yelm A ~~ W ~~ -~ U m /Ye~''q~e R if Transportation Engineering Northwest, LLC 1st Street SEIYeIm Ave ~~ ~~ Y ~~~~ ~ ~q~ ^y • Clark Road SE/105th Way 105th Way SE ~hW a m U Clark Road SEIYeIm Ave ~~ ~1 _ y y ~ ~ ~q~e r U 1st Street StlMosman Ave ~i',~ r ~~ 7 1gl '9i "sue NE 103rd StlYelm Ave ~~\~ 103rd St SE L~ ~ ~~ ~9~e LEGEND Stop Sign Signal Yelm Terra Plat Figure 3 Existing Channelization Yelm, Washington September 16, 2003 SW Longmire St/Yelm Ave ~ti ~./~ i ~ 8~~ y ~ ~~ 9 ~~ y ~ so, ~O `~ ~rL ~/'~ yew 9~ ~~ ~ 5 Bald HilUCreek St/Yelm Av ~~ W ~ y ~ m~~ 2 y ~ S~0 ~ y %q~ 8 ~ / ~ 1(~ M m Nf O p~ ~" 1 Transportation Engineering Northwest, LLC 1st Street SE/Yelm Ave o`~ /rO'~ 1 S~ ~ ~ 22 ~9 ~n ? ~F `~~ ^R ~ ~~ Y~~ s~ n^A • Clark Road SE/105th Way r N 105th Way SE $~ y ,ll T Q~ x O ~ U Clark Road SEIYeIm Ave I `O N ~( ~, f ~ 26 y 683 3S~ 78~~ ~ ~3S ~ ~ ~qVe ~ ~ ~ rj ~ N 1st Street/Mosman Ave ~.°j ~` ti~ s~~ j ~~ ~s ~~y~ ^ ~h ~ s~4 (~~ 9r ~y~~ Figure 4 2003 PM Peak Hour Traffic Volumes ' NE 103rd StlYelm Ave 8 R- 43 103rd St SE z -~ ~`~ ~ 4 ~ 4 ~S8 ~~ e i~ 9v 0 Yelm Terra Plat Yeim, Washington September 18, 2003' Yelm Terra Plat - Yelm, Washington Intersection Level of Service (LOS) Traffic Impact Study A 2003 weekday PM peak hour level of service (LOS) analysis was conducted at the seven study intersections. The existing channelization at the seven study intersections was illustrated in figure 3. Level of service serves as an indicator of the quality of traffic flow and degree of congestion at an intersection or roadway segment. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. Level of service is generally described by a letter scale from A to F. LOS A represents free-flow conditions, i.e. motorists experience little or no delays, and LOS F represents forced-flow conditions. Table 1 summarizes the delay range for each level of service at signalized and unsignalized intersections. The methods used to calculate the levels of service are described in the Highway Capacity Manual (Special Report 209, Transportation Research Board, 2000). The LOS reported for signalized intersections is based on the overall average control delay (sec/veh) at the intersection. The LOS at stop- controlled intersections is based on the average control delay (sec/veh) and is reported for each movement. Intersection LOS were calculated using the methodology and procedures outlined in the 2000 Highway Capacity Manual, Special Report 209, Transportation Research Board using the Synchro S software program. Table 1. LOS Criteria for Signalized and Unsignalized Intersections Signalized Intersection Unsi~nalized Intersection Level of Service Dela Ran a sec Dela Ran a sec A < 10 < 10 B >10 to 20 >10 to 15 C >20 to 35 >15 to 25 D >35 to 55 >25 to 35 E >55 to 80 >35 to 50 F >80 >50 Source: "Highway Capacity Manual", Special Repoli 209, Transportation Research Board, 2000 Existing weekday PM peak hour LOS analysis results for the seven study intersections are summarized in Table 2. Detailed LOS summary worksheets are provided in Appendiz B. Transportation Engineering Northwest 9 September 1 b, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study Table 2. Existing PM Peak Hour LOS Summ ary Study Intersection LOSt DelayZ V/C3 Signalized 4 2. 15L Street SE / Yelm Avenue D 37.6 0.77 3. Clark Road SE / Yehn Avenue A 8.0 0.61 5. Bald Hills Rd /Creek St / Yehn Avenue C 24.0 0.72 Unsignalized (stop controlled movements): LOSt Delay2 1. SW Longmire St / Yehn Avenue Northbound shared Lt / Thru / Rt D 26.4 Southbound shared Lt / Thru / Rt D 27.3 4. NE 103rd Street / Yehn Avenue Northbound shared Lt / Thru / Rt D 28.7 Southbound Left D 27.4 Southbound Right C 15.6 6. Clark Road SE / 105's Way SE Eastbound shared Lt / Rt A 8.8 7. 1~` Street SE / Mosman Avenue Eastbound shared Lt / Thru / Rt C 15.1 Westbound shared Lt / Thru / Rt C 22.7 1. LOS analyses are based on methodologies established in the 2000 Highway Capacity Manual. 2. Delay =average control delay per vehicle. 3. V/C =Volume to Capacity ratio. 4. All signals were assumed to be fully actuated; splits were optimized. As shown in Table 2, all three signalized study intersections, and all of the turn movements at the stop controlled intersections currently operate at LOS D or better during the weekday PM peak hour. Planned Transportation Improvements There are five planned transportation improvement projects identified in the project vicinity for the six-year period between 2004 and 2009. The planned improvements were identified in the Six-Year Transportation Improvement Programs (TIP) for the City of Yelm. The projects that would improve intersections and/or roadways within the study area are described next. TIP Project #6: Mosman Street/SR 507 Realignment (1St Street). Improvements include re-aligning roadway, repairing shoulders, paving, drainage, partial walks, and lighting. Transportation Engineering Northwest 1 p September 16, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study TIP Project #7: Mosman Street Improvements (SR 507 to 2°d Street). Improvement includes widening roadway to neighborhood collector standards. TIP Project #9: Second Street Improvements (Yelm Ave to Mosman Ave). Improvement includes widening roadway to commercial collector standards. TIP Project #10: Yelm Avenue West Improvements (Solberg St to First St). Improvement includes widening roadway to urban arterial standards. TIP Project #11: Mill Road (SR 507 to 109th Street). Improvements include re-aligning roadway, paving, sidewalks, and lighting. Transportation Engineering Northwest 11 September 16, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study DETERMINATION OF IMPACT Trip Generation The project trip generation was calculated based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 6t1i edition. ITE Land Use No. 210 (Single-Family Residential) was used for the proposed 97 lots. The weekday daily, AM, and PM peak hour trip generation rates were used to calculate the trip generation, as shown in Table 3 below, per the direction of the City of Yelm. Table 3. Project Trip Generation for 971ots ITE Trip Project Trip Generation Time Period Rate' Total In Out Average Daily AM Peak Hour PM Peak Hour 9.57 trips/dwelling unit 0.75 trips/dwelling unit 1.01 trips/dwelling unit 928 464 464 73 18 55 98 63 35 Trip rates based on ITE Trio Generation Manual, 6`~ Edition, 1997, for LU 210. According to the ITE data, and as shown above, the project is expected to generate 928 weekday daily trips, with 73 occurring during the AM peak hour and 98 occurring during the PM peak hour. Trip Distribution and Assignment The distribution of PM peak hour project-generated traffic was based on information provided by the City's traffic consultant, Parametrix. In general, the following distribution was estimated: • 35 % Northwest on Yelm Avenue (SR-510) • 15% Southwest on 1St Street (SR-507) • 10% Northeast on 1St Street • 15% Southeast on Yelm Avenue (SR-507) • 6% Southeast on Bald Hill Road The remaining percentage (19%) of project-generated traffic have origins/destinations within the Yelm study area. The distribution and assignment of PM peak hour project-generated trips is also shown in Figure 5. Transportation Engineering Northwest 12 September 16, 2003 SW Longmire St/Yelm Ave ~9 ~ ~~~ c} Y ~qt. o<~ ~ y~~ Bald Hill/Creek St/Yelm Av W Ste. 0 ~r o 3` ~ y R YQ 1 ~q~e m m `° ©1 st Street SE/Yelm Ave ' 7g ~ ~ ^ ~ a~~ ~~,~ • Clark Road SE/105th Way v 105th Way SE 35 -~ e U Clark Road SE/Yelm Ave 2S `"ter 9 w ~q~e y ~ m ~ ~ ~ m U N ~ 1st Street/Mosman Ave h ~ ~ ~~ Figure 5 Transportation pM Peak Hour Pro'ect Tri Engineering ) p Northwest, i.~c Distribution and Assignment NE 103rd StlYelm Ave \~ 1 103rd S[ SE I '\ t~, ~9 6e LEGEND XX% Distribution of Project Trips 1i ~ Project Trips Yelm Terra Plat Yelm, Washington ~t~~,s. Yelm Terra Plat - Yelm, Washington Traffic Impact Study Traffic Volume Impact Future traffic volumes with and without the proposed project were estimated for PM peak hour conditions in the year 2005. Future traffic volumes at the study intersections were developed based on existing peak hour traffic counts increased to account for background growth. Based on discussions with the City of Yelm, a four percent annual growth rate was used to account for traffic growth in the area. The weekday PM peak hour traffic volumes for year 2005 without the project are shown on Figure 6. Adding the project-generated PM peak hour trips (shown in Figure 5) to the future without-project traffic volumes (Figure 6), results in future with-project traffic volumes, as shown in Figure 7. Intersection LOS Impact Levels of service (LOS) were conducted for weekday PM peak hour conditions with and without the project in year 2005 at the seven study intersections. The weekday PM peak hour intersection LOS analysis results for the seven study intersections are summarized in Table 4. The table is set-up to illustrate the LOS results for future conditions without and with the proposed Yelm Terra Plat. The table also separates the LOS results for signalized and unsignalized intersections. Transportation Engineering Northwest 14 September 16, 2003 SW Longmire St/Yelm Ave ~~ 9ossy ~ ~ 'o ~~ ~ h, sso ~ y ~ ^~ ~~ %90 ~~~ ~~ Bald Hill/Creek St/Yelm Av rno~ ~~ ~` `s8 SS2 6 X43 ~ S 3 8~~ ~ ~ rQ~~'q~ \y = v r i NOON m ~' 1st Street SEIYeIm Ave ~~ ~~ ~ ~ ~5~ ~, J/ ''e. ~y~` ^ ~~ ~~~ x'90 • Clark Road SE/105th Way ~ N ~y tO5fh Way SE 9~ ~ T 0'~ x ° N U Clark Road SE/Yelm Ave rn I fO N ~( ~, ~ ~ 28 X39 38~ ~6 ~~ ~\ N X38 Y~ qve ~ ~ Y ~ N U (`') 1st Street/Mosman Ave ry'` 1h ~~~ ~ s~, ~i ~ ~s A~yy ~ ASS ~I ~ ~S ~~ ~~ Figure 6 Transportation 2005 PM Peak Hour Traffic Engineering Northwest, i_i_c Volumes Without the Project ' NE 103rd St/Yelm Ave ~9? 6' R- 47 103rd St SE Zsyy '`~ 9 2 ~ E`~ t 4 --y Asses •y~ 96e Yelm Terra Plat Yelm, Washington Setken,ber 16.2003~~ SW Longmire St/Yelm Ave ^~ ~ ~ ~~ yy ~ h~ ssi 7 o ~ q~ y~~ ^O Bald Hill/Creek St/Yelm Av M 010 W ~~ `st9 m ~ ~ ~ S62 ~8 ~~q3 `~ 9~ ~ Y e~~'q~ `~7 ~ e ~ J ~ `y x I \'o m NOON ~ 1st Street SEIYeIm Ave ~~ ~~ ~~ ~ ISt~ ~ ~ 1e~ ~' sy` n~ • Clark Road SE/105th Way t~ N 105th Way SE 44 ~ n 1 O -~ rc O N U Clark Road SEIYeIm Ave rn ~N 2 ,j, ~ 8 ~ X39 e4 `~ ~~57 Y 36y y ~ ~` ~"q+~ x ` M N a U (h 1st StreeUMosman Ave ~~. ~o ~~~ ^~ ss ~ ~ 's ~o~y ~ A SS 9~ ~ J/ ~~ ~~ Figure 7 Transportation 2005 PM Peak Hour Traffic Engineering Northwest, ~i.c Volumes With the Project ' NE 103rd St/Yelm Ave A ~ 48 '~syy ~ s 103rd ~ SE 2 ~ ~ ~,~ •'a 9~ e Yelm Terra Plat Yelm, Washington September t6, Yelm Terra Plat - Yelm, Washington Traffic Impact Study Table 4. 2005 PM Peak Hour LOS Summary 2005 Without Project 2005 With Project Study Intersection LOS' Delay2 V/C3 LOS' Delay2 V/C3 Signalized 4: 2. 1St Street SE / Yehn Avenue D 42.4 0.84 D 47.1 0.89 3. Clark Road SE / Yelm Avenue A 8.9 0.65 A 9.2 0.67 5. Bald Hills Rd /Creek St / Yehn Avenue C 32.4 0.83 C 30.2 0.82 Unsienalized: LOS' Delay2 LOS' Delay2 1. SW Longmire St / Yelm Avenue Northbound shazed Lt / Thru / Rt F 52.5 F 55.7 Southbound shared Lt / Thru / Rt E 36.4 E 38.5 4. NE 103rd Street / Yehn Avenue Northbound shared Lt /Thru / Rt C 24.9 D 25.7 Southbound shared Left D 33.3 D 34.0 Southbound Right C 18.6 C 19.1 6. Clark Road SE / 105's Way SE Eastbound shared Lt / Rt A 8.9 A 9.2 7. ls` Street SE / Mosman Avenue Eastbound shazed Lt / Thru / Rt C 23.2 C 24.2 Westbound shared Lt / Thru / Rt D 32.2 D 33.7 1. LOS analyses aze based on methodologies established in the 2000 Highway Capacity Manual. 2. Delay =average control delay per vehicle. 3. V/C =Volume to Capacity ratio. 4. All signals were assumed to be fully actuated; splits were optimized under each scenazio. Signalized. As shown in Table 4, the three signalized study intersections aze expected to operate at LOS D or better during the PM peak hour with or without the proposed project. The addition of project-generated traffic is not anticipated to degrade the operation of the intersections. Unsignalized. At the intersection of SW Longmire Street/Yelm Avenue, the northbound movement is expected to operate at LOS F and the southbound movement is expected to operate at LOS E with or without the project. Vehicles making this movement during the PM peak hour on average are expected to be delayed less than 5 additional seconds as a result of the proposed development. The remainder of the stop controlled movements at the study intersections are expected to operate at LOS D or better during the PM peak hour with or without the proposed project. Detailed LOS analysis worksheets for study intersections are provided in Appendix B. Transportation Engineering Northwest 1 ~ September 16, 2003 Yelm Terra Plat - Yelm, Washington Traffic Impact Study Non-Motorized Impacts Sidewalks are proposed on one side of all new streets within the proposed plat to accommodate pedestrians. Site Access Analysis Access to the proposed Yelm Terra Plat is proposed via two driveways on 105th Way SE and the extension of 3rd Street SE on the north side of the site. The two driveways on 105'}' Way SE are intended to be the primary access points for the site. The proposed access on the north side of the site will be restricted to entering (southbound) vehicles only to limit the impacts to/from the existing neighborhood located north of the site. The north access would also provide an additional access to the site for emergency vehicles. As part of the Yelm Terra Plat project, access to Mill Road SE via 105th Way SE is proposed to be restricted. Project-generated trips would not be allowed to travel on 105th Way SE west of the site. This would be accomplished by appropriate channelization and signage at the western site driveway of 105th Way SE. Street frontage will also be provided along 105th Way SE to include road pavement widening, curb/gutter, and sidewalk. MITIGATION Mitigation required by the City of Yelm includes payment of a traffic impact fee. The City of Yelm requires payment of a traffic impact fee based on the number of PM peak hour trips generated. The City has adopted a Transportation Charge (TFC) of $750.00 per PM Peak hour trip. Based on the 98 PM peak hour trips, the Yelm Terra Plat would be subject to a $73,500 traffic impact fee ($750 per PM peak hour trip X 98 PM peak hour trips). To meet the City's adopted subdivision requirements, a road connection will be made to the existing neighborhood to the north. The new road would include a sidewalk to also create a pedestrian connection. To minimize traffic impacts to the existing northern neighborhood, only entering (southbound) trips would be allowed. Transportation Engineering Northwest j g September 16, 2003 Appendix A Existing PM Peak Hour Traffic Counts IELM, WASHINGTON SW LONGMIRE ST fELM AVE t.OC# 01P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 r_.,.....~ o~..wa_ oois~eov File Name : TENW22601P Site Code :00000001 Start Date :08/14/2003 Page No :1 SW LONGMIRE ST YELM AVE SW LONGMIRE ST YELM AVE From North From East From South From West StartTime Right Thro Left Truck gyp' Right Thro Left Truck gyp' Right Thru Left Truck gyp' Right Thru Left Truck gyp' T t l Fxclu. l T t Inclu. Total Int Total Total Total Total a o o a Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 2 0 0 1 2 1 158 3 5 162 2 1 1 0 4 1 184 1 8 186 14 354 368 04:15 PM 4 0 2 0 6 0 140 6 5 146 4 0 1 0 5 3 198 3 4 204 9 361 370 04:30 PM 4 0 4 0 8 1 131 2 1 134 4 0 1 0 5 3 168 2 6 173 7 320 327 04:45 PM 0 0 2 0 2 6 147 6 4 159 3 0 3 0 6 4 202 1 7 207 11 374 385 Total 10 0 8 1 18 8 576 17 15 601 13 1 6 0 20 11 752 7 25 770 41 1409 1450 05:00 PM 3 0 2 0 5 2 156 1 1 159 2 0 1 0 3 2 220 1 2 223 3 390 aF 393 05:15 PM 2 0 4 0 6 2 143 4 2 149 4 0 1 0 5 2 209 1 3 212 5 372 377 05:30 PM 6 1 1 0 8 3 141 3 3 14T 3 0 4 0 7 6 209 2 3 217 6 379 385 05:45 PM 1 0 0 0 1 2 161 2 1 165 0 0 6 0 6 9 200 2 2 211 3 383 386 Total 12 1 7 0 20 9 601 10 7 620 9 0 12 0 21 19 838 6 10 863 17 1524 1541 GrandTotal 22 1 15 1 38 17 1177 27 22 1221 22 1 18 0 41 30 1590 13 35 1633 58 2933 2991 , t Approh % 57.9 2.6 39.5 I 1.4 96.4 2.2 53.7 2.4 43.9 I 1.8 97.4 0.8 ~ < Total % 0.8 0.0 0.5 1.3 0.6 40.1 0.9 41.6 0.8 0.0 0.6 1.4 1.0 54.2 0.4 55.7 1.9 98.1 StartTime ~ Right ~ Thm ~ Left ~ App Total ~ Right ~ into ~ sett ~ app. iowr ~ t<tgm ~ mro ~ yen ~ App. rorai ~ turn i nnu ~ ~~~ ~ rye. ~~~~ i ~. i 'eak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 05:00 PM Volume 12 1 7 20 9 601 10 620 9 0 12 21 19 838 6 863 1524 Peroertt 60.0 5.0 35.0 1.5 96.9 1.6 42.9 0.0 57.1 2.2 97.1 0.7 , 05:OOVolume 3 0 2 5 2 156 1 159 2 0 1 3 2 220 1 223 390 Peak Factor 0.977 High Inl 05:30 PM 05:45 PM 05:30 PM 05:00 PM Volume 6 1 1 8 2 161 2 165 3 0 4 7 2 220 1 223 Peak Factor 0.625 0.939 0.750 0.967 'eak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:15 PM 05:00 PM 04:45 PM 05:00 PM Volume 11 0 10 21 9 601 10 620 12 0 9 21 19 838 6 863 Percent 52.4 0.0 47.6 1.5 96.9 1.6 57.1 0.0 42.9 2.2 97.1 0.7 Nigh Int 04:30 PM 05:45 PM 05:30 PM 05:00 PM Volume 4 0 4 8 2 161 2 165 3 0 4 7 2 220 1 223 Peak Factor 0.656 0.939 0.750 0.967 'ELM, WASHINGTON SW LONGMIRE ST "ELM AVE .OC# 01P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 Fle Name : TENW22601P Site Code :00000001 Start Date :08/14/2003 Page No : 2 YELM AVE YELM AVE From East Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersec0on 05:00 PM Volume 12 1 7 Percent 60.0 5.0 35.0 05:OOVolume 3 0 2 Peak Factor High IM. 05:30 PM Volume 6 1 1 Peak Factor 20 9 601 10 1.5 96.9 1.6 5 2 156 1 05:45 PM 8 2 i61 2 0.625 620 I 9 0 12 42.9 0.0 5T.1 159 2 0 1 05:30 PM 165 3 0 4 0.939 21 19 838 6 2.2 97.1 0.7 3 2 220 1 05:00 PM 7 2 220 1 0.750 ~. Total Int Total 863 1524 223 390 0.977 223 0.967 SW LONGMIRE ST Right Thru Left v ~~ T A ~ North w -t r a c t-~ /14/03 5:00:00 PM ~; 3 w ~ /14/03 5:45:00 PM ~ < }~ ir~ I A Y ~° ~m ~ T r © o Out In Total TRAFFlCOUNT, INC. 4820 YELM HWY B-195 YELM, WASHINGTON tACEY, WASHINGTON 98503 Fle Name : i-ENW12005P SR-507 (N i5TAVE) 360-491-8116 Site Code :00000005 SR-510 (YELM AVq Stag Date :04/30/2003 LOC# 05P TENW03119M Page No : i Grou s Printed- PRIMARY I~ N 1ST AVE SR-507 (YELM AVE) SR-507 (N 1ST AVE) SR510 (YELM AVE) / Cm... C.u .f 1. Frnrn Wxf .~- / Ate' ~~ ~' ~. ~tl• ladu. lot StadTime Right fia loft Truck Right Ttw left Tadt Riglrt Tha Left Tack Right Thin loft Tads T W l T t T t l T iotat Thal Total o a o o a _ Fapor 1.0 1.0 1.0 IA 1.0 IA LO lA lA 1.0 1A S.D 1.0 1.0 SA 1.0 04:00 PM 04:25 PM p4:30PM 04:45 PM 7tl 30 20 25 La 16 13 19 11 14 16 12 0 0 0 2 ![ 60 l9 56 ~ 4 4 6 laa 121 122 109 as 45 16 17 A-- 8 T 5 aav 170 172 182 ~a 57 64 56 cv 27 25 19 a~ 37 40 23 vr- 3 5 4 .w 121 129 98 ~ 11 8 12 ..+ 122 131 124 .T. 28 22 35 ~. 4 O 9 -•- 161 181 171 1 12 20 ~- 512 ~ 511 487 --• 527 523 507 ToW 113 ti 53 8 237 l8 467 169 28 654 228 9L 137 12 456 53 500 116 20 669 68 2016 2084 05:OOPM 28 19 15 0 62 8 121 54 4 183 42 24 42 4 108 30 126 19 2 155 10 508 SLB 05:i5PM 21 18 10 1 49 6 121 48 2 175 60 18 32 1 110 15 132 29 2 176 6 510 516 05;30 PM 20 15 13 0 98 9 108 44 7 161 58 33 24 2 113 15 128 30 2 173 I1 l95 506 05:45 PM 27 22 fi 1 SS 13 100 40 4 153 54 24 40 6 138 15 I31 32 1 178 iT 504 516 _ Total 9b 74 44 2 214 36 450 186 17 872 212 99 138 13 449 SS 517 110 7 682 39 2017 2056 0 10 ~ ~ 25 27 1 4140 . Apprch 46.3 2 ( 2 ? ~ ~ 2 36 8 I 8 15 6 ~ 9 . % a 2.4 11.2 3 22.7 8.8 32 9 22.4 252 ~ 5 2 6 7.4 N 1ST AVE From North SR-50T (YELM AVE) From East SR-507 (N 1ST AVE) From South SR-510 (YELM AVE) From West StartTime Right Tha Left App.ToUl RighT Tha tilt App.TOtal Right Tha Left , App.TOtal Right Tha teft App.Total Peak fbllrfYem 00.'001'IN to tYJ:4~ PM -YWK 1 or a IaLersation 04:15 PM Volume 103 67 57 Percent 45.d 29.5 25.1 04:15 Volume 30 16 14 Paakfador HiQI lat. 05:00 PM Volume 28 19 !5 Peak Factor Peak Ibur Fam 04:00 PM to 05:45 PM -Peak 1 of 1 B7 Approach 04:OOPM YdumE 313 71 53 Pereent 47.7 30.0 22.4 Him la. 04:00 PM Volume 38 23 11 Peak Factor 227 22 473 192 32 68.9 279 60 4 121 45 05:00 PM 62 8 121 54 0.915 04:30 PM 237 24 473 195 3S 68.4 28.2 05:00 PM 72 8 121 54 0.823 687 2L9 95 102 48.0 20.8 31.1 170 57 2T 37 04:30 PM 183 64 25 40 0.939 04:00 PM 692 228 91 137 50.0 20.0 30.0 04:30 PM 183 60 25 40 0.945 456 41 503 104 6.3 77.8 16.0 121 11 122 28 04:45 PM 129 12 124 35 0.884 05:00 PM 456 55 517 110 8,1 75.8 16.1 05:45 PM 129 15 131 32 0.884 1 648 ; 2018 161 i 512' 0.985 171 "? 0.947 , 662 178 0.958 YELM, WASHINGTON SR-507 (N 1STAV~ SR-510 (YELM AVE) LOC# 05P TENW03119M North TRAFFICOUNT, INC. 4820YE1.M HWY B-195 LACEY, WASHINGTON 98503 360.491-8116 Peak Hart From 04:00 PM to 05:45 PM • Peak 1 of 1 htersacden 04:15 PM YolueN• 103 67 57 Percent 45.4 29.5 25.1 04:15 Volume 30 16 14 Paak Factor High MC 05:00P1A Volume 28 19 15 Peak FaQa C 227 22 473 192 3.2 68.9 27.8 fi0 4 121 45 05:00 PM 82 8 121 54 0.915 687- 219 95 142 48.0 20.8 31.1 170 57 27 37 04:30 PM 183 84 25 40 0.939 File Name : TENW12005P Site Code :00000005 Start Date :04/30/2003 Page No : 2 0 456 41 503 104 63 77.6 16.0 121 11 122 28 04:45 PM 129 12 124 35 0.884 ~.loW ~ IntTohl 648 2018 161 512 0.985 171 0.947 r ~ N 1ST AVE ~]J j ~M j`" `~ I i i Q J NOr91 ~ U ~ v ~ c-- /3Ql03 4:15:D0 PM ~~ m c ~ /30!03 5:00:00 PM ~ ~ ; H g~ ~ 1 (PRIMARY I ~ ~ ;;--~~ ~• gl'JI ~ m ~, T r ~ e[t_,. I fkrl N Total 3 YELM, WASHINGTON CLARK RD SE YELM AVE LOC# 03P SHG03051M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 r_..,~,~~ ari„ea.t_ aalh4aav Fi(e Name : SHG05103P Site Cade :00000003 Start Date :02/20/2003 Page Na :1 CLARK RD SE YELM AVE CLARK RD SE YELM AVE From North From East From South From West SbrtTime Right ihru Left Truck ~ ~' Right Thru Left Trnck ~' Rl~t Thru lNt Truck MD~ RiOri Thm left Track ~. ~. emu' InL Total Total 7obi Tabl Total Total Tobl Facts 1.0 IA LO 1A LO 1.0 1.0 1.0 LO SA SA 3A 1.0 1.0 1.0 IA 04:OOPM 2 1 0 0 3 5 154 it 3 170 it 2 3 0 16 3 182 8 10 193 13 382 395 04:15 PM 10 O 5 0 15 4 159 5 3 168 10 0 4 0 14 3 206 6 9 215 12 412 424 04:30 PM 10 3 6 0 19 30 178 6 2 194 T 0 4 0 11 1 17< 14 7 169 9 413 422 04:45 PM it 2 4 0 17 9 176 10 T 195 2 0 1 O 3 4 208 7 8 217 10 43271; 442 , _ Total 33 6 15 0 54 28 867 32 10 727 30 2 12 0 44 11 768 35 94 814 44 1839 G 1683 05:OODM 5 1 5 0 11. 3 170 14 d 187 10 1 2 0 13 2 196 8 5 206 9 117 42fi OS:iSPM 2 2 4 O 8 6 154 14 6 174 16 0 4 0 20 3 187 3 2 193 8 395 403 05:30 PM !1 1 5 0 17 3 137 12 2 352 4 0 6 0 SO 2 176 9 1 18T 3 3fifi 369 05:45 PM 9 2 7 0 18 3 135 8 1 146 5 1 5 0 11 3 171 L2 6 186 T 361 36B Tobl 27 6 21 0 54 15 596 48 13 659 35 2 17 0 54 10 730 32 14 772 27 1539 1566 br 0 108 43 80 23 L 0 ~ 3249., 519 a 1 I 39 ~ 62 0 2 I 71 98 , Total % 0 4 1 ~ 6 0.1 0.9 3.1 0.1 4 21 4 9 2.2 97.g ,.i Int Tobl Peak Hour kom 04:00 PM to 05:45 PM -Peak 1 of 1 latersection 04:15 PM ' i Yalwna 36 6 20 62 26 683 35 744 29 1 32 41 10 782 35 827 1674 Percdrt 56.1 9.7 323 3S 91.8 4.7 70.T 2.4 26.8 L2 94.6 4.2 04:d5Volume 11 2 4 S7 9 176 10 195 2 0 1 3 4 206 T 21T 432 Peak Factor 0.969 i6gh Irrt 04:30 PM 04:45 PM 04:15 Pl4 04:45 PM e SO 3 6 9 176 10 995 10 0 4 ~ I 4 206 7 ~~ Peak F ~ OB16 0 0 0 CLARK RO SE From NoRh YELM AVE From East CLARK RO SE From South YELM AVE Frorn West SbrtTune Right Thru Left App.TObl Right Thru Left App. Total Right Thru Left App.Tobl Rigfit Thru LeR App.ToW Pcafrlbur From 04:00 PM to 05:45 PM • Peak 1 of 1 B7APProach 04:15 PM 04:30 PM 05:00 PM 04:15 PM Yolume 36 6 20 62 28 678 44 750 35 2 17 54 10 782 35 827 Percent 58.1 9.7 323 3.7 90.4 5.9 64.8 3.T 3L5 LT 94.6 4.2 NigA Int. 04:30 PM 04:45 PM 05:15 PM 04:45 PM Volume 10 3 6 19 9 176 SO 195 16 0 4 20 4 206 T 217 PeakFaeta 0.816 ; 0.962 0.675 0.953 1 YELM, WASHINGTON CLARK RD SE YELM AVE LOC# 03P SHG03051M ,. Q~~CLARK ROSE I~ZI Right i u L~ a ,~ ~~ T ~ fJOAh ~ < w m a 4~ r ~ ~ 20103 4:15:00 PM c D -' !20/03 5:00:00 PM m w r ~ I _ ~, T r o i~ Out In Total ~~ CLARK RD SE From North YELM AVE Frorn East CLARK RD SE From South YELM AVE From West StartTime Right fim felt App Total RIgMJ 7fw leR App Total ~M Thm (.eft App.Taal Right fire t,eR Ap Peat HoarFrorn 04:110 PIYt t0 VS:4D rM - teas 1 or 1 Intersection 04:15 PM Yalume 36 6 20 Pertxwt 58.1 9.7 32.3 o4:45vawne u z a Peatfacta Migh lnt. 0430 PM vaume 30 3 6 Posh Factor TRAfFlCOUNT, INC. 4820 YELM HWY t3-195 lACEY, WASHINGTON 98503 360-491-8116 62 26 683 35 3.5 91.8 4.7 17 9 176 10 a:as PM 19 9 276 30 o.els 744 ( 29 1 11 J0.7 2.4 26.8 195 2 0 1 1, 04:15 PM 195 10 0 4 0.954 Fle Name : SHG05103P Site Code :00000003 Start Date :02/20/2003 Page No : 2 41 30 782 35 1.2 94.6 4.2 3 4 206 7 04:45 PM 14 4 206 7 0.732 p. Taal Int. total 827 1674 217 432 0.969 217 0.953 J-....~. r.n n~ 9nu t1 .-ELM, WASHINGTON NE 103RD AVE ELM AVE ~OC# 03P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 r~rnuns PrintPri_ PRIMARY File Name : TENW22603P Site Code :00000003 Start Date :08/14/2003 Page No :1 NE 103RD ST YELM AVE DRVWY YELM AVE From North From East From South From West StartTime Right Thru Left Truck gyp' Right ThN Left Truck gyp' Right Thro Left Truck gyp' Right Thro Left Truck gyp' Fxclu. Inclu. Int Total Total Total Total Total Total Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:OOPM 17 1 3 0 21 6 178 0 4 184 1 0 0 0 1 1 193 14 7 208 11 414 425 04:15 PM 12 0 3 1 15 1 174 1 9 176 4 2 0 0 6 2 220 7 9 229 19 426 445 04:30 PM 13 0 1 0 14 10 189 0 2 199 3 0 1 0 4 0 191 19 4 210 6 427 433 04:45 PM 12 0 3 0 15 4 216 0 9 220 0 0 1 0 1 0 206 14 13 220 22 456 ~ 478 Total 54 1 30 1 65 21 757 1 24 779 8 2 2 0 12 3 810 54 33 867 58 1723 1781 05:OOPM 3 0 3 0 6 5 190 3 4 198 1 0 0 0 1 0 220 17 6 237 10 442 452 05:15 PM 13 0 2 0 15 4 174 0 4 178 2 0 0 0 2 0 222 15 4 237 8 432 440 05:30 PM 15 0 0 0 15 4 188 1 4 193 1 0 1 0 2 1 207 14 4 222 8 432 440 05:45 PM 13 0 4 0 17 2 197 0 3 199 1 0 1 0 2 1 210 14 5 225 8 443 451 Total 44 0 9 0 53 15 749 4 15 768 5 0 2 0 7 2 859 60 19 921 34 1749 1783 Grand Total 98 1 19 1 118 36 1506 5 39 1547 13 2 4 0 19 5 1669 114 52 1788 92 3472 3564 Apprch % 83.1 0.8 16.1 2.3 97.3 0.3 68.4 10.5 21.1 0.3 93.3 6.4 Total % 2.8 0.0 0.5 3.4 1.0 43.4 0.1 44.6 0.4 0.1 0.1 0.5 0.1 48.1 3.3 51.5 2.6 97.4 k NE 103RD ST YELM AVE DRVWY YELM AVE From North From East From South From West StartTime Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thm Left App. Total IntTotal yak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:45 PM Volume 43 0 8 51 17 768 4 789 4 0 2 6 1 855 60 916 1762 Percent 84.3 0.0 15.7 2.2 97.3 0.5 66.7 0.0 33.3 0.1 93.3 6.6 04:45 Volume 12 0 3 15 4 216 0 220 0 0 1 1 0 206 14 220 456 Peak Factor 0. 966 '~ High Int 04:45 PM 04:45 PM 05:15 PM 05:00 PM Volume 12 0 3 15 4 216 0 220 2 0 0 2 0 220 17 237 Peak Factor 0.850 0.897 0.750 0.966 ;ak Hour from 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:00 PM 04:30 PM 04 :00 PM 05:00 PM Volume 54 1 10 65 23 769 3 795 8 2 2 12 2 859 60 921 Percent 83.1 1.5 15.4 2.9 96.7 0.4 66.7 16.7 16.7 0.2 93.3 6.5 High Int 04:00 PM 04:45 PM 04:15 PM 05:00 PM Volume 17 1 3 21 4 216 0 220 4 2 0 6 0 220 17 237 Peak Factor 0.774 0.903 0.500 0.972 'ELM, WASHINGTON NE 103RD AVE "ELM AVE .OC# 03P TENW03226M StartTime ~ Right ~ Thru ~ Left Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:45 PM Volume 43 0 8 Percent 84.3 0.0 15.7 04:45 Volume 12 0 3 Peak Factor High Int 04:45 PM Volume 12 0 3 Peak Factor TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 From From South 789 4 0 2 68.7 0.0 33.3 220 0 0 1 05:15 PM 220 2 0 0 0.897 File Name : TENW22603P Site Code :00000003 Start Date :08/14/2003 Page No : 2 YELM AVE From West 8 1 855 60 0.1 93.3 6.6 1 0 206 14 05:00 PM 2 0 220 17 0.750 918 1782 220 456 0.966 237 0.966 ~ u~NE 103RD ST L /ri Right T~u Left m~ T ~A ~ ~ North w '~ m Q ~ r ~ t- /14/03 4:45:00 PM ~ ~ w ~ /14/03 5:30:00 PM m IMAR ~x o: } '-, T r r 4 0 0 Out In Total 51 17 768 4 2.2 97.3 0.5 15 4 216 0 04:45 PM 15 4 216 0 0.850 s :ELM, WASHINGTON NE CREEKST/BALD HILL RD SE 'ELM AVE ~OC# 04P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 (~rnnnc PrintaA_ PRIMARY File Name : TENW22604p Site Code :00000004 Start Date : 08/ 14/2003 Page No : 1 NE CREEK ST YELM AVE BALD HILL RD SE YELM AVE From North From East From South From West Start Time Right Thru Left Truck gyp' Right ThN left Truck gyp' Right Thro Left Truck APP Right Thru Left Truck gyp' Exclu. T t l Indu. l T t Int t l T Total Total Total Total o a a o o a Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 17 26 12 1 55 10 120 13 3 143 8 12 55 0 75 79 108 i6 7 203 li 476 487 04:15 PM 24 25 15 0 64 14 131 8 5 153 12 14 53 1 79 76 146 12 6 234 12 530ff 542 04:30 PM 17 30 22 0 69 10 120 12 0 142 T 19 62 2 88 65 118 29 6 212 8 511 519 04:45 PM 24 16 17 1 57 13 136 9 6 158 17 17 65 3 99 64 110 10 11 184 21 498 519 Total 82 97 66 2 245 47 507 42 14 596 44 62 235 6 341 284 482 67 30 833 52 2015 2067 OS:OOPM 21 27 10 0 58 17 123 11 3 151 3 13 50 0 66 80 120 21 4 221 7 496 503 05:15 PM 13 19 18 1 50 13 126 18 7 157 7 7 49 0 63 70 133 17 4 220 12 490 502 05:30 PM 17 21 13 1 51 11 139 10 3 160 8 9 5T 1 74 68 136 11 1 215 6 500 506 05:45 PM 17 16 21 4 54 5 137 14 2 156 7 9 58 0 74 74 131 12 3 217 9 501 510 Total 68 83 62 6 213 46 525 53 15 624 25 38 214 1 277 292 520 61 12 873 34 1987 2021 Grand Total 150 180 128 8 458 93 1032 95 29 1220 69 100 449 7 618 576 1002 128 42 1706 86 4002 4088 Apprch % 32.8 39.3 27.9 7.6 84.6 7.8 11.2 16.2 72.7 33.8 58.7 7.5 Total % 3.7 4.5 3.2 11.4 2.3 25.8 2.4 30.5 1.7 2.5 11.2 15.4 14.4 25.0 3.2 42.6 2.1 97.9 NE CREEK ST YELM AVE BALD HILL RD SE YELM AVE From North From East From South From West StartTime Right ThN Left App. Total Right ThN Left App. Total Right ThN Left App. Total Right Thro Left App. Total IntTotal eak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:15 PM Volume 86 98 64 248 54 510 40 604 39 63 230 332 285 494 72 851 2035 Percent 34.7 39.5 25.8 8.9 84.4 6.6 11.7 19.0 69.3 33.5 58.0 8.5 04:i5Volume 24 25 15 64 14 131 8 153 12 14 53 79 76 146 12 234 530 Peak Factor _ 0.960 High Int 04:30 PM 04:45 PM 04 :45 PM 04:15 PM Volume 17 30 22 69 13 136 9 158 17 17 65 99 76 146 12 234 Peak Factor 0.899 0.956 0.838 0.909 =ak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 ey Approach 04:15 PM 04:45 PM 04:00 PM 05:00 PM Volume 86 98 64 248 54 524 48 626 44 62 235 341 292 520 61 873 Percent 34.7 39.5 25.8 8.6 83.7 7.7 12.9 18.2 68.9 33.4 59.6 7.0 High Int 04:30 PM 05:30 PM 04:45 PM 05:00 PM Volume 17 30 22 69 li 139 10 160 17 17 65 99 80 120 21 221 Peak Factor 0.899 0.978 0.861 0.988 'ELM, WASHINGTON NE CREEK ST /BALD HILL RD SE "ELM AVE .OC# 04P TENW03226M ST ~ StaRTime ~ Right ~ 7hru ~ Left Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersecflon 04:15 PM Volume 86 98 64 Percent 34.7 39.5 25.8 04:15VOlume 24 25 15 Peak Factor Hl~ Int 04:30 PM Volume 17 30 22 Peak Factor TRAFFICOUNT, INC. 4820YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 AVE East RD 604 39 63 230 11.7 19.0 69.3 153 12 14 53 04:45 PM 158 17 17 65 0.956 Fle Name : TENW22604P Site Code :00000004 Start Date :08/14/2003 Page No : 2 AVE 332 285 494 72 33.5 58.0 8.5 79 76 146 12 04:15 PM 99 76 146 12 0.838 NE CREEK ST I 4371 Right Thru Left ~ T ~ ~ ~~ North w -- ~ m Q c ~ r g - ~~ /14/03 4:15:00 PM ~ ~ J /14/03 5:00:00 PM '-~ m w > o~-~ ~mr + A d I 'h Out In Total 248 54 510 40 8.9 84.4 6.6 64 14 131 8 04:45 PM 69- 13 136 9 0.899 851 2035 234 530 0.960 234 0.909 ~~~• ,t HELM, WASHINGTON CLARK RD SE 105TH WAY SE LOC# 05PTENW03226M - TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 (;rnunc Printari_ PRIMARY Fle Name : TENW22605P Site Code :00000005 Start Date :08/14/2003 Page No : 1 CLARK RD SE CLARK RD SE 105TH WAY SE From North From East From South From West gyp' gyp' gyp' gyp' Fxdu. Inclu. Int StartTime Right Thru Left Truck Total Right Thti Left Truck Total Right Thm Left Truck Total Right ThN Left Truck Total Total Total Total factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 0 5 0 0 5 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 0 10 10 04:15 PM 3 6 0 0 9 0 0 0 0 0 0 5 0 0 5 0 0 3 0 3 0 iT 17 04:30 PM 5 5 0 0 10 0 0 0 0 0 0 7 0 0 7 0 0 1 0 1 0 18 ~ 18 04:45 PM 2 4 0 0 6 0 0 0 0 0 0 4 0 0 4 0 0 2 0 2 0 12 12 Total 10 20 0 0 30 0 0 0 0 0 0 20 0 0 20 1 0 6 0 7 0 57 57 05:00 PM 3 7 0 0 10 0 0 0 0 0 0 3 0 0 3 0 0 2 0 2 0 15 15 05:15 PM 1 4 0 0 5 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 0 10 10 05:30 PM 1 8 0 0 9 0 0 0 0 0 0 5 0 0 5 0 0 1 0 1 0 15 15 05:45 PM 4 5 0 0 9 0 0 0 0 0 0 6 0 0 6 0 0 1 0 1 0 16 16 Total 9 24 0 0 33 0 0 0 0 0 0 18 0 0 18 0 0 5 0 5 0 56 56 Grand Total 19 44 0 0 63 0 0 0 0 0 0 38 0 0 38 1 0 11 0 12 0 113 113 10 Apprch % 30.2 69.8 0.0 0.0 0.0 0.0 0.0 Q 0.0 8.3 0.0 91.7 Total % 16.8 38.9 0.0 55.8 0.0 0.0 0.0 0.0 0.0 33.6 0.0 33.6 0.9 0.0 9.7 10.6 0.0 100.0 CLARK RD SE CLARK RO SE 105TH WAY SE From North From East From South From West Start Time Right Thru Left App. Total Right Thm Left App. Total Right Thm Left App. Total Right ThN r Left ~ App.Total ~ IntTotal r'eak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:15 PM Volume 13 22 0 35 0 0 0 0 0 19 0 19 0 0 8 8 62 Percent 37.1 62.9 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 04:30 Volume 5 5 0 10 0 0 0 0 0 7 0 7 0 0 1 1 18 Peak Factor 0.861 High Int 04:30 PM 3:45:00 PM 04:30 PM 04:15 PM Volume 5 5 0 10 0 0 0 0 0 7 0 7 0 0 3 3 Peak Factor 0.875 0.679 0.667 Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:15 PM 04:00 PM 04:00 PM 04:15 PM Volume 13 22 0 35 0 0 0 0 0 20 0 20 0 0 8 8 Percent 37.1 62.9 0.0 - - - 0.0 100.0 0.0 0.0 0.0 100.0 High Int 04:30 PM 04:30 PM 04:15 PM Volume 5 5 0 10 - - - - 0 7 0 7 0 0 3 3 Peak Factor 0.875 0.714 0.667 HELM, WASHINGTON CLARK RD SE 105TH WAY SE - '._OC# 05P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 East Fle Name : TENW22605P Site Code :00000005 Start Date :08/14/2003 Page No : 2 105TH ~ From ~ Startllme ~ Right ~ Thnr ~ left I App Total ~ Right ~ ihru ~ Lett ~ APP. total ~ Kign[ ~ inru ~ uert I App. rotas ~ ni8nc ~ ~nru I ren ~ nyp. wun ~ ua wwi i Peak Nour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:15 PM Volume 13 22 0 35 0 0 0 0 0 19 0 19 0 0 8 8 62 Percent 37.1 62.9 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 04:30 Volume 5 5 0 10 0 0 0 0 0 7 0 7 0 0 1 1 18 Peak Factor 0.861 High Ins 04:30 PM 3:45:00 PM 04:30 PM 04:15 PM Volume 5 5 0 10 0 0 0 0 0 7 0 7 0 0 3 3 Peak Factor 0.875 0.679 0.667 CLARK RD SE 1 Right Thru Left w ~~ North '~~ ~ - T ~~ ~ z ~ - ~~ /14103 4:15:00 PM ~ m ~ /14/03 5:00:00 PM ~ o tom ~-mr gyp' I ~ i i ~ ~-, T r o ~ Out In Total fELM, WASHINGTON S 1ST ST VIOSMAN AVE LOC# 06P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 Fle Name : TENW22606P 360-491-8116 Site Code :00000006 Statt Date : 08/ 14/2003 Page No :1 Groups Printed- PRIMARY S 1ST ST MOSMAN AVE S 1ST ST MOSMAN AVE From North From East From South From West Start Time Right Thru left Truck ~' Total Right Thru left Truck gyp' Total Right ThN Left Truck APP' Total Right Thro left Truck App' Total Fxdu. Total Inclu. Total Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 04:00 PM 4 49 7 0 60 11 2 6 1 19 1 73 6 2 80 27 7 10 0 44 3 203 206 04:15 PM 3 37 3 3 43 2 1 8 0 11 8 59 7 3 74 18 6 14 0 38 6 166 172 04:30 PM 6 71 4 2 81 5 3 12 0 20 1 88 2 3 91 27 10 10 0 47 5 239 244 04:45 PM 6 63 0 5 69 7 0 10 2 17 8 76 1 4 85 27 8 17 1 52 12 223 235 Total 19 220 14 10 253 25 6 36 3 67 18 296 16 12 330 99 31 51 1 181 26 831 857 05:00 PM 5 67 2 3 74 3 0 14 0 17 3 73 2 3 78 32 17 16 0 65 6 234 240 05:15 PM 4 58 5 1 67 1 3 it 0 15 6 71 4 1 81 31 6 9 1 46 3 209 212 05:30 PM 4 66 1 4 71 4 1 i6 0 21 10 85 5 0 100 33 6 10 0 49 4 241 ~F 245 05:45 PM 2 46 1 0 49 12 1 13 0 26 11 87 2 1 100 26 10 12 0 48 1 223 224 Total 15 237 9 8 261 20 5 54 0 79 30 316 13 5 359 122 39 47 1 208 14 907 821 GrandTotal 34 457 23 18 514 45 it 90 3 146 48 612 29 17 689 221 70 98 2 389 40 1738 1778 t Apprch % 6.6 88.9 4.5 30.8 7.5 61.6 7.0 88.8 4.2 56.8 18.0 25.2 Total % 2.0 26.3 1.3 29.6 2.6 0.6 5.2 8.4 2.8 35.2 1.7 39.6 12.7 4.0 5.6 22.4 2.2 97.8 'eak Haur From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersedion 04:45 PM Volume 19 254 8 Percent 6.8 90.4 2.8 05:30 Volume 4 66 1 Peak Factor High Inl 050 PM Volume 5 67 2 Peak Factor Weak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:30 PM Volume 21 259 11 Percerrt 7.2 89.0 3.8 High Int 04:30 PM Volume 6 71 4 Peak Factor 281 15 4 51 21.4 5.7 72.9 71 4 1 16 05:30 PM 74 4 1 16 0.949 05:00 PM 291 20 5 54 25.3 6.3 68.4 05:45 PM 81 12 1 13 0.898 70 27 305 12 7.8 88.7 3.5 21 10 85 5 05:30 PM 21 SO 85 5 0.833 05:00 PM 79 30 316 13 8.4 88.0 3.6 05:30 PM 26 10 85 5 0.760 344 123 37 52 58.0 17.5 24.5 100 33 6 10 05:00 PM 100 32 17 16 0.860 04:45 PM 359 123 37 52 58.0 17.5 24.5 05:00 PM 100 32 17 16 0.898 212 907 49 241 0.941 65 0.815 212 65 0.815 'ELM, WASHINGTON S 1ST ST VIOSMAN AVE _OC# 06PTENW03226M Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:45 PM Volume 19 254 8 Percent 8.8 90.4 2.8 05:30 Volume 4 68 1 Peak Factor Hid IM. 05:00 PM Volume 5 87 2 Peak Factor 70 27 305 12 7.8 88.7 3.5 21 10 85 5 05:30 PM 21 10 85 5 0.833 Fle Name : TENW22606P Site Code :00000006 Start Date :08/14/2003 Page No : 2 344 123 37 52 58.0 1T.5 24.5 100 33 6 10 05:00 PM 100 32 17 18 0.880 212 907 49 241 0.941 65 0.815 S 1 ST ST , T I 6531 Right T~ Lei ft ~~ W J Q c N- O ~~ r ~~ NoRh 14103 4:45:00 PM /14/03 5:30:00 PM A ~ T r ® o Out In Total S 1ST ST O m f2 z D r ~ m TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 281 15 4 51 21.4 5.7 72.9 71 4 1 16 05:30 PM 74 4 1 16 0.949 Appendix B Intersection LOS Results 2003 Existing HCM Signalized Intersection Capacity Analysis 2' Yelm Ave & 1st St SE 9/3/2003 Movement EBL EBT EBR WBL WBT WBR NBL NBT NCR SBL SBT SBR Lane Configurations ~ ~ ~ ~ '~ `~ '~ ~ ~ Ideal Flow (vphpl) 1900 1900 1900 1.900 1900 1900 1900 1900 1900 1900 1900 1.900 Lane Width 12 12 11 12 12 12 12 12 12 11 10 12 Total Lost time (s} 4A 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.OQ .0.85 1.00 1.00 1.00 0.90 1.00. 0.90 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) ` 1770 1863 1531- 1752. 1836 1736 1641 1728 1584 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm} 1770 1863. 1531 1752 1836 1736 1641 1728 1584 Volume (vph) 112 488 44 180 484 16 148 108 228 56 64 120 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 Adj. Flow (vph) 112 488 44 180 484 16 148 108 228 56 64 120 Lane Group Flow (vph} 112 488 44 180 500 0 148 336 0 56 184 0 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 4% 4% 4% 1 % 1 % 1 Turn Type Prot Perm Prot Prot Prot Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 Actuated Green, G (s) 4.3 21.8 21.8 6.5 24.0 5.0 17.8 2.1 14.9 Effective Green, g (s} 5.3 22.8 22.8 7.5 25.0 6.0 18.8 3.1 15.9 Actuated g/C Ratio 0.08 0.33 0.33 0.11 0.37 0.09 0.28 0.05 0.23 Clearance Time (s} 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap {vph) 138 623 ' 512 193 673 153 452 79 369 v/s Ratio Prot 0.06 0.26 c0.10 c0.27 c0.09 c0.20 0.03 0.12 v/s Ratio Perm 0.03 v/c Ratio 0.81 0.78 0.09 0.93 0.74 0.97 0.74 0.71 0.50 Uniform Delay, d1 31.0 20.5 15.6 30.1 18.8 31.0 22.5 32.1 22.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental.Delay, d2 29.1 6.4 0.1 45.7 4.4 62.3 6.5 25.1 1.1 Delay (s} 60.1 26.9 15.6 75.8 23.2 93.3 29.0 57.2 23.8 Level of Service E C B E C F C E C Approach Delay (s) 31.9 37.2 48.7 31.6 Approach LOS C D D C lntersectiom Sumrimary HCM Average Control_Delay 37.6 HCM le vel of Service D HCM Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 68.2 Sum of lost time {s) 12.0 Intersection Capacity Utilization 72.0% ICU Lev el of Service C c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2003 PM Existing Page 1 TRANSPKIRK-ST51 HCM Signalized Intersection Capacity Analysis 3: Yelm Ave & Clark Rd SE 9/3/2003 Movement' EBL EBT EBR WBL WBT WBR NEIL NBT NBR _ SBL _ SBT SBR Lane Configurations ~ '~ ~ '~ ~ '~- ~ '(~ Ideal flow (vphpl} 1900 1900 1900 1900 1.900 1900 1900 1900 1900 1900 1900_ 1900 Lane Width 12 12 12 12 12 12 11 12 12 10 10 10 Total :Lost time (s} 4.0 4A 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 1.00 0.85 1.00 A.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. flow (prat) 1736 1822 1787 :1867 1745 1615 1685 1548 Flt Permitted 0.27 1.00 0.21 1.00 0.72 1.00 0.75 1.00 Satd. Flow (perm}.. 498 1822 . 392 1867 1328 1615 1334 1548 Volume (vph) 28 824 16 40 704 36 4 0 8 16 8 44 Peak-hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1:00 i.00 Adj. Flow (vph) 28 824 16 40 704 36 4 0 8 16 8 44 Lane Group Flow (vph) 28 840 0 40 740 0 4 8 0 16 52 0 Heavy Vehicles (%) 4% 4% 4% 1 % 1 % 1 % 0% 0% 0% 0% 0% 0% Turn Type Perm Perm Perm Perm Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 24.1 24.1 24.1 24.1 7.2 7.2 7.2 7.2 Effective Green, g (s) 25.1 25.1 25.1 25.1 8.2 8.2 8.2 8.2 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.20 0.20 0.20 0.20 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s} 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 303 1107 238 1135 264 321 265 307 v/s Ratio Prot c0.46 0.40 0.00 c0.03 v/s Ratio Perm 0.06 0.10 0.00 0.01 v/c Ratio 0.09 0.76 0.17 0.65 0.02 0.02 0.06 0.17 Uniform Delay, d1 3.4 5.9 3.5 5.3 13.3 13.3 13.4 13.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.0 0.3 1.4 0.0 0.0 0.1 0.3 Delay (s) 3.5 8.9 3.9 6.6 13.3 13.4 13.5 14.0 Level of Service A A A A B B B B Approach Delay (s) 8.8 6.5 13.4 13.9 Approach LOS A A B B Intersection Summary HCM Average Control.Delay 8.0 HCM Level of Service A HCM Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 41.3 Sum of l ost time (s) 8.0 Intersection Capacity Utilization 54.3% ICU Level of Service A c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2003 PM Existing Page 2 TRANSPKIRK-ST51 HCM Signalized Intersection Capacity Analysis 5: Yelm Ave & NE Creek St 9/3/2003 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ~ ~- ~ ~ ~ ~ ~ '~, ~ '~ Ideal Flow (vphpl) 1900 1900 .1900 1900 1900 1900 1900 .1900. 1900 1900 1900 1900 Lane Width 11 12 15 12 12 12 13 13 12 10 12 12 Total Lost time. (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt- 1.00 1.00 0.85 1.00 1.00 0.85 .1..00 :0.93 .1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1694 1845 . 1725 1770 1863 .1583 1829 1792 1685 1760 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1694 1845 1725 1770 1863 1583 1829 1792 1685 1760 Volume (vph) 48 584 304 32 524 56 212 56 48 60 100 96 Peak-hour factor, PHF .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 48 584 304 32 524 56 212 56 48 60 100 96 Lane Group Flow {vph} 48 584 304 32 524 56 212 104 0 60 196 d Heavy Vehicles (%) 3% 3% 3% 2% 2% 2% 2% 2% 2% 0% 0% 0% TumType Prot pm+ov Prat Perm Split Split Protected Phases 5 2 4 1 6 4 4 8 8 Permitted Phases 2 6 Actuated Green, G (s) 2.0 26.7 38.9 1.3 26.0 26.0 12.2 12.2 9.9 9.9 Effective Green, g (s) 3.0 27.7 40.9 2.3 27.0 27.0 13.2 13.2 10.9 10.9 Actuated g/C Ratio 0.04 0.40 0.58 0.03 0.39 0.39 0.19 0.19 0.16 0.16 Clearance Time (s} 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap '(vph) 72 729 1006 58 718 610 344 337 262 . 274 vJs Ratio Prot 0.03 c0.32 0.06 0.02 c0.28 c0.12 0.06 0.04 c0.11 v/s Ratio Perm 0.12 0.04 v/c Ratio 0.67 0.80 0.30 0.55 0.73 0.09 0.62 0.31 0.23 0.72 Uniform Delay, d1 33.1 18.8 7.4 33.4 18.4 13.7 26.1 24.5 25.9 28.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 20.9 6.3 0.2 10.9 3.7 0.1 3.3 0.5 0.4 8.6 Delay (s) 53.9 25.1 7.6 44.3 22.2 13.8 29.4 25.0 26.4 36.7 Level of Service D C A D C B C C C D Approach Delay (s) 20.9 22.6 28.0 34.3 Approach LOS C C C C Intersection "Summa HCM Average Control Delay 24.0 HCM Level of Service C HCM Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 70.1 Sum of lost time. (s) 12.0 Intersection Capacity Utilization 63.6% ICU Level of Service B c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2003 PM Existing Page 3 TRANSPKIRK-ST51 TWO-WAY STOP CONTROL SUMMARY } ~en ~~I~~r'~fc~t~tna~ion - ~ _ S~ite~nfontta~ion' Analyst Agency/Co. Date Pertormed Analysis Time Period TENW 09/02/2003 PM Peak Intersection Jurisdiction Analysis Year Yelm Ave & SW Longmire St 2003 Existing Pro'ect Descri tion Yelm Terra Plat East/West Street: Yelm Avenue North/South Street: SW Lon mire Street Intersection Orientation: East-West Stud Period hrs : 0.25 a ~~`;es'and `A~~~n~nts ~ ` Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 4 880 8 4 624 8 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourl Flow Rate, HFR 4 880 8 4 624 8 Percent Heavy Vehicles 1 -- -- 1 -- - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 0 8 8 0 12 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 4 0 8 8 0 12 Percent Heav Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi uration LTR LTR .~ ,__ a , . Q~e~e len th and Levet of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 4 4 12 20 C (m)(vph) 956 767 180 181 vlc 0.00 0.01 0.07 0.11 95% queue length 0.01 0.02 0.21 0.37 Control Delay 8.8 9.7 26.4 27.3 LOS A A D D Approach Delay -- - 26.4 27.3 Approach LOS - - D D HCS2000TM Copyright ©2000 University of Florida, Al( Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY 4~ Sen;~r ~ I ir~format~on ;: ~51I~e~~nfo~m a~tio~t' Analyst Agency/Co. Date Performed Analysis Time Period TENW 09/02/2003 PM Peak Intersection Jurisdiction Analysis Year NE 103rd St & Yelm Ave 2003 Existing Pro'ect Descri tion Yelm Terra Plat East/West Street: Ye/m Avenue North/South Street: NE 103rd Street Intersection Orientation: East-West Stud Period hrs : 0.25 'ines` anti ~'` ~ ~ '~'~~nts ~~ -- Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 56 824 0 0 864 16 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourl Flow Rate, HFR 56 824 0 0 864 16 Percent Heavy Vehicles 3 - - 3 - - Median T pe Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 0 0 12 0 12 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 4 0 0 12 0 12 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 1 0 1 Confi uration LTR L R a Queue ten _. d Levels Service <. Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR L R v (vph) 56 0 4 12 12 C (m)(vph) 764 802 156 173 353 v/c 0.07 0.00 0.03 0.07 0.03 95% queue length 0.24 0.00 0.08 0.22 0.11 Control Delay 10.1 9.5 28.7 27.4 15.6 LOS 8 A D D C Approach Delay - - 28.7 21.5 Approach LOS - - D C HCS3000T~''t Copyright ®2000 University of Florida, All Rights Reserved Version 4. Ic TWO-WAY STOP CONTROL SUMMARY ~~ ~+ener 1 ir~iforriia~ton : . n bite ~in~ortia#ipn Analyst Agency/Co. Date Pertormed Analysis Time Period TENW 09/02/2003 PM Peak Intersection Jurisdiction Analysis Year 105th Way SE & Clark Rd SE 2003 Existing Pro ect Descri tion Yelm Terra Plat East/West Street: 105th Wa SE North/South Street: Clark Road SE Intersection Orientation: North-South Stud Period hrs : 0.25 ~~'tne~s anc~' 'd'ustim" ~n s. - "- Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 28 0 0 20 20 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 28 0 0 20 20 Percent Heavy Vehicles 0 -- - 0 -- - Median T pe Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR U stream Si nal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 4 0 0 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 0 0 4 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (°1°) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR 4e~a `Q ue Len h and Lei I of , `rvice Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 0 4 C (m) (vph) 1583 954 v/c 0.00 0.00 95% queue length 0.00 0.01 Control Delay 7.3 8.8 LOS A A Approach Delay - - 8.8 Approach LOS - - A HCS2000TM Copyright ©2000 University of Florida, Al(Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY ~r~ `ai Infor~rt~tidr~ ~~. ~' nfor~ri atian Analyst Agency/Co. Date Performed Analysis Time Period TENW 09/02/2003 PM Peak Intersection Jurisdiction Analysis Year Mosman Ave SE & 1st St SE 2003 Existing Pro'ect Descri tion Yelm Terra Plat East/Vl/est Street: Mosman Avenue SE North/South Street: 1st Street SE Intersection Orientation: North-South Stud Period hrs : 0.25 ,~es'and y4'd'u tinents ` r Ma or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 20 340 40 4 264 16 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourl Flow Rate, HFR 20 340 40 4 264 16 Percent Heav Vehicles 2 -- - 5 - - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Si nal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 64 4 16 40 24 132 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 64 4 16 40 24 132 Percent Heavy Vehicles 3 3 3 1 1 1 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR ti ~.... eue Len fh .arid (Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v {vph) 20 4 84 196 C (m)(vph) 1283 1162 287 551 v/c 0.02 0.00 0.29 0.36 95% queue length 0.05 0.01 1.19 1.60 Control Delay 7.9 8.1 22.7 15.1 LOS A A C C Approach Delay -- - 22.7 15.1 Approach LOS - - C C HCS2000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4. lc 2005 Without-Project HCM Signalized Intersection Capacity Analysis 2: Yelm Ave & 1st St SE 9/4/2003 } Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ~ } ~ ~ '~ ~ 'F* ~ ~ Ideal Flow (vphpl) 1900.. 190fl 1900 '1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 11 12 12 12 12 12 12 11 10 12 Total Lost time (s) 4.0 4:0 4.0 4.0 4.0 4.0 4:0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.90 1.00.. 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1.531. 1752 1832• 1736 1636 1728 1596 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 1863 1531 .1752 1832 1736 1636 1728 1596 Volume (vph) 112 544 44 208 512 24 154 103 237 62 72 111 Peak-hour factor, PHF 0.95 0.95 0.95 0.94 0.94 0.94 0.88 0.88 0.88 0.92 .0.92 0.92 Adj. Flow (vph) 118 573 46 221 545 26 175 117 269 67 78 121 Lane Group Flow (vph) 118 573 ' 46 221 571 0 175 386 0 67 199' Heavy Vehicles (%) 2°Io 2% 2% 3% 3% 3% 4% 4% 4% 1 % 1 % 1 Turn Type Prot Perm. Prot Prot Prot Protected Phases 1 6 5 2 7 4 3 $ Permitted Phases 6 Actuated Green, G (s) 6.0 29.3 29.3 11.7 35.0 10.4 22.9 3.0 15.5 Effective Green, g (s) 7A 30.3 .30.3 12.7 36.0 11.4 23.9 4.0 16.5 Actuated g/C Ratio 0.08 0.35 0.35 0.15 0.41 0.13 0.28 0.05 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 143 650 534 .256 759 228 450 80 303 v!s Ratio Prot 0.07 c0.31 c0.13 0.31 c0.10 c0.24 0.04 0.12 vJs Ratio Perm 0.03 v/c Ratio 0.83 0.88 0.09 0.86 0.75 0.77 0.86 0.84 0.66 Uniform Delay, d1 39.3 26.6 19.0 36.3 21.7 36.5 29.9 41.1 32.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 30.5 13.3 0.1 24.6 4.2 14.3 14.9 50:1 5.1 Delay (s) 69.8 39.9 19.1 60.9 25.9 50.8 44.8 91.2 37.6 Level of Service E D B E C D D F D Approach Delay (s) 43.4 35.6 46.6 51.1 Approach LOS D D D D Intersection Summary`: . HCM Average Control Delay 42.4 HCM Levei of Service D HCM Volume to Capacity ratio 0.84 Actuated Cycle Length {s) 86.9 Sum of l ost time (s) 12A Intersection Capacity Utilization 82.2% ICU Level of Service D c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM Baseline Page 1 TRANSPKIRK-ST51 HCM Signalized Intersection Capacity Analysis 3: Yelm Ave & Clark Rd SE 9/4/2003 Movement. EBL EBT EBR VUBL WBT WBR NBL NBT tVBR SBL SBT SBR Lane Configurations ~ '~, ~ '~i ~ '~* ~ '~ ldeaFflaw (vphpl) 1900 1900 -1900 1.900 1900 1900 1900 -4900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 11 12 12 10 10 10 Tata1 Lost time (s) 4.0 4.0 4:0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99.- 1.00 0.85 1.00. 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prof) 1736 .1823 1787 1871 1745 1621 1685 1541 Flt Permitted 0.24 1.00 0.18 1.00 0.72 1.00 0.73 1.00 Satd. Flow (perm) .444 1823 337 1871 1324 1621 1288 1541 Volume (vph) 38 846 11 38 739 28 12 1 31 22 6 39 Peak-hour factor, PHF 0.95 0.95 0.95 0.96 0..96 0.96 0.68 0.68. 0.68 0.82 0.82 0.82 Adj. Flow (vph) 40 891 12 40 770 29 18 1 46 27 7 48 Lane Group Flow (vph) 40 903. 0 40 799 0 18 47 0 27 55 0 Heavy Vehicles (%) 4°l0 4% 4% 1 % 1 % 1 % 0% 0% 0% 0% 0% 0% Turn Type Perm Perm Perm Perm Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 26.1 26.1 26.1 26.1 7.3 7.3 7.3 7.3 Effective Green, g (s) 27.1 27:1 27.1 27.1 8.3 8.3 8.3 8.3 Actuated g/C Ratio 0.62 0.62 0.62 0.62 0.19 0.19 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3A 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 277 1138 210 1168 253 310 246 295 v/s Ratio Prot c0.50 0.43 0.03 c0.04 v/s Ratio Perm 0.09 0.12 0.01 0.02 v/c Ratio 0.14 0.79 0.19 0.68 0.07 0.15 0.11 0.19 Uniform Delay, d1 3.4 6.1 3.5 5.3 14.4 14.6 14.5 14.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay,. d2 0.2 3.9 0.4 1.7 0.1 0.2 0.2 0.3 Delay (s) 3.6 10.0 3.9 7.0 14.5 14.8 14.7 15.0 Level of Service A A A A B B B B Approach Delay (s) 9.7 6.9 14.8 14.9 Approach LOS A A B B Intersection Summa HCM Average Controi Delay 8.9 HCM Level of Service A HCM Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 43.4 Sum of lost time (s} 8.0 Intersection Capacity Utilization 57.6% ICU Level of Service A c Critical Lane Group Yelm Terra Ptat Synchro 5 Report 2005 PM Baseline Page 2 TRANSPKiRK-ST51 HCM Signalized Intersection Capacity Analysis 5: Yelm Ave & Creek St 9/4/2003 Movement _ EBL - EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ~ ~ ~ '~ ~' ~ ~ '~ ~ '~ Ideal`Flow (vphpl) 1900 1900 1900 1.900 1900 1900 :1900 19Q0 1900: 1900 1900 1900 Lane Width 11 12 15 12 12 12 13 13 12 10 12 12 Total Lost time (s) 4.0 4.0 4.0' 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 .0.85 1.00 1.00 0.85 1.00 0.94 1.00. 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1694 1845 1725 1770 1863 1583 1829 1814 1685 1767 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd.`Flow (perm) 1694 1845 1725 1770 1863 1583 1829 1814 1685 1767 Volume (vph) 78 534 308 43 552 58 249 68 42 69 106 93 Peak-hour factor, PHF 0.99 0.99 0.99 .0.98 0.98 0.98 0.86 0.86 0.86. 0.90 0.90. 0.90 Adj. Flow (vph) 79 539 311 44 563 59 290 79 49 77 118 103 Lane Group Flow (vph) 79 539 311 44 .563 59 290 128 0 77 221 0 Heavy Vehicles (%) 3% 3% 3°l0 2% 2% 2% 2% 2% 2% 0% 0% 0% Turn Type Prot pm+ov Prot Perm Split Split Protected Phases 5 2 4 1 6 4 4 8 8 Permitted Phases 2 6 Actuated Green, G (s) 3.0 25.0 39.2 2.2 24.2 24.2 14.2 14.2 13.0 13.0 Effective Green, g {s) 4A 26.0 41.2 3.2 25.2 25.2 15.2 15.2 14.0 14.0 Actuated g/C Ratio 0.05 0.35 0.55 0.04 0.34 0.34 0.20 0.20 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 91 645 955 76 631 536 374. 371 317 333.. v/s Ratio Prot 0.05 c0.29 0.07 0.02 c0.30 c0.16 0.07 0.05 c0.13 v/s Ratio Perm 0.11 0.04 v/c Ratio 0.87 0.84 0.33 0.58 0.89 0.11 0.78 0.35 0.24 0.66 Uniform Delay, d1 .34.9 22.2 9.0 34.9 23.3 16.9 28.0 25.3 25.7 28.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 53.3 9.2 0.2 10.3 14.9 0.1 9.7 0.6 0.4 4.9 Delay {s) 88.2 31.4 9.2 45.2 38.2 17.0 37.7 25.9 26.1 32.9 Level of Service F C A D D B D C C C Approach Delay (s) 28.8 36.8 34.1 31.2 Approach LOS C D C C Intersection Summary HCM Average Control Delay. 32.4 HCM Level of Service C HCM Volume to Capacity ratio 0.83 Actuated Cycle Length {s} 74.4 Sum of l ost time (s) 16A Intersection Capacity Ut ilization 75.9% ICU Level of Se rvice C c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM Baseline Page 3 TRANSPKIRK-ST51 TWO-WAY STOP CONTROL SUMMARY Eerie '1 ~~~tr~h'~a`~~-`~i~_ ~ ' ~ite~r~`t~nation Analyst Agency/Co. Date Performed Analysis Time Period TENW 9/2/03 PM Peak Intersection Jurisdiction Analysis Year Yelm Ave & SW Longmire St 2005 Baseline Pro'ect Descri tion Yelm Terra Plat East/VNest Street: Ye/m Avenue North/South Street: SW Lon mire Street Intersection Orientation: East-West Stud Period hrs : 0.25 e~ `~~ t~r~-es `an `c~ ~4~t"~istmeri~s - ~ :: _ Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 6 906 21 11 650 10 Peak-Hour Factor, PHF 0.97 0.97 0.97 0.94 0.94 0.94 Hourl Flow Rate, HFR 6 934 21 11 691 10 Percent Heavy Vehicles 1 - -- 1 _ __ Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 13 0 10 8 1 13 Peak-Hour Factor, PHF 0.75 0.75 0.75 0.63 0.63 0.63 Hourly Flow Rate, HFR 17 0 13 12 1 20 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi uration . LTR LTR r. ~ Ue Len ~ ', an~l'Leve1 of5ervice Approach EB WB Northbound Southbou nd Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 6 11 30 33 C (m) (vph) 901 724 105 147 v/c 0.01 0.02 0.29 0.22 95% queue length 0.02 0.05 1.08 0.82 Control Delay 9.0 10.0+ 52.5 36.4 LOS A B F E Approach Delay -- - 52.5 36.4 Approach LOS - - F E HCSZOOOTM Copyright ©2000 University of Florida, All Rights Reserved Version 4.Ic TWO-WAY STOP CONTROL SUMMARY den Irt~o~airt - - ~it~ n~a~~i~ion Analyst Agency/Co. Date Performed Analysis Time Period TENW ~ 9/2/03 PM Peak Intersection Jurisdiction Analysis Year NE 103rd St & Yelm Ave 2005 Baseline Pro'ect Descri tion Yetm Terra Plat East/VNest Street: Yelm Avenue North/South Street: NE 103rd Street tntersection Orientation: East-West Stud Period hrs : 0.25 Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 65 925 1 4 831 18 Peak-Hour Factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 Hourl Flow Rate, HFR 67 953 1 4 923 20 Percent Heavy Vehicles 3 -- - 3 - - Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR .. U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 2 0 4 9 0 47 Peak-Hour Factor, PHF 0.50 0.50 0.50 0.77 0.77 0.77 Hourly Flow Rate, HFR 4 0 8 11 0 61 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 1 0 1 Confi uration LTR L R F' ueue ~~n" e nd bevel of `:`'~c ~ ' Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR L R v (vph) 67 4 12 11 61 C(m)(vph) 723 716 193 138 325 v/c 0.09 0.01 0.06 0.08 0.19 95% queue length 0.31 0.02 0.20 0.26 0.68 Control Delay 10.5 10.1 24.9 33.3 18.6 LOS 8 8 C D C Approach Delay -- - 24.9 20.9 Approach LOS - - C C KCS3000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY den ~~ ~r#ormati n . ' ~ ~.:' Site info. :'amain ` _ Analyst Agency/Co. Date Performed Analysis Time Period TENW 9/2/03 PM Peak Intersection Jurisdiction Analysis Year 105th Way SE & Clark Rd SE 2005 Baseline Pro'ect Descri tion Yelm Terra Plat EastNVest Street: 105th Wa SE North/South Street: Clark Road SE Intersection Orientation: North-South Stud Period hrs : 0.25 ' Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 21 0 0 24 14 Peak-Hour Factor, PHF 0.71 0.71 1.00 1.00 0.88 0.88 Hourl Flow Rate, HFR 0 29 0 0 27 15 Percent Heav Vehicles 0 - -- 0 -- - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR U stream Si nal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 9 0 0 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.67 1.00 0.67 Hourly Flow Rate, HFR 0 0 0 13 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration LR ~ei,~ : ~ ue~e Len "th artd Led l ofi Se ice , Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 0 13 C (m) (vph) 1580 948 v/c 0.00 0.01 95% queue length 0.00 0.04 Control Delay 7.3 8.9 LOS A A Approach Delay - - 8.9 Approach LOS - - A HCS2000rM Copyright ®2000 University of Florida, All Rights Reserved Version 4. lc TWO-WAY STOP CONTROL SUMMARY en "ral inform lion ite Irifo~rm2ltiion Analyst AgencyiCo. Date Performed Analysis Time Period TENW 9/2/03 PM Peak Intersection Jurisdiction Analysis Year Mosman Ave SE & 1st St SE 2005 Baseline Pro'ect Descri tion Yelm Terra Plat East/West Street: Mosman Avenue SE North/South Street: 1st Street SE Intersection Orientation: North-South Stud Period hrs : 0.25 .~ ~ ; ~~, elms Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 13 330 29 9 275 21 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourl Flow Rate, HFR 14 366 32 10 305 23 Percent Heavy Vehicles 2 - - 5 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Si nal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 55 4 16 56 40 133 Peak-Hour Factor, PHF 0.76 0.76 0.76 0.82 0.82 0.82 Hourly Flow Rate, HFR 72 5 21 68 48 162 Percent Heavy Vehicles 3 3 3 1 1 1 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi uration LTR LTR ~~..en`~ ~h a . d~ Ll of der e Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 14 10 98 278 C (m)(vph) 1232 1144 228 469 vlc 0.01 0.01 0.43 0.59 95% queue length 0.03 0.03 2.01 3.77 Control Delay 8.0 8.2 32.2 23.2 LOS A A D C Approach Delay - - 32.2 23.2 Approach LOS - - D C HCS2000TI"1 Copyright ®2000 University of Florida, All Rights Reserved Version 4. Ic 2005 With-Project HCM Signalized Intersection Capacity Analysis 2: Yelm Ave & 1st St SE 9/5/2003 ~ ~ ~ ~ .F- ~ ~ * 1 ~ ~ ~ ~ Moverrtent EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ~ ~ ~ ~ '~ ~ '~ ~ ~ Ideal Flow (vphpl) 1900 1900 1900 1.900 1900 1900 1900 1900 1900" 1900 1900.. 1900 Lane Width 12 12 11 12 12 12 12 12 12 11 10 12 Total Losf time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.99 1.00 .0.90. 1.00 0.91 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd: Flow (prot) 1770 1863 1531 1752 1831 1736 1636 1728 1596 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd Flow (perm) 1770 1863 1531 1752 1831 1736 1636 1728 1596 Volume (vph) 112 563 47 213 525 27 154 103 237 68 72 111 Peak-hour factor, PHF 0.95 0.95 0.95 0.94 0.94 0.94 0.88 0.88 .0.88 0.92 0.92. 0.92 Adj. Flow (vph) 118 593 49 227 559 29 175 117 269 74 78 121 Lane Group Ftow (vph) 118 593 49 227 588 0 175 386 0 74 199 0 Heavy Vehicles (°l°) 2% 2% 2% 3% 3% 3% 4% 4% 4% 1 % 1 % 1 Turn Type Prot Perm Prot Prot Prot Protected Phases 1 6 5 2 7 4 3 8 Permitted Phases 6 Actuated Green, G (s} 5.0 25.3 25.3 10.0 30.3 8.0 20.4 3.1 15.5 Effective Green, g (s) 6.0 26.3 26.3 11.0 31.3 9.0 21.4 4.1 16.5 Actuated g/C Ratio 0.08 0.33 0.33 0.14 0.40 0.11 0.27 0.05 0.21 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 135 622 511 245 727 198 444 90 334 v/s Ratio Prot 0.07 c0.32 c0.13 0.32 c0.10 c0.24 0.04 0.12 v/s Ratio Perm 0.03 v/c Ratio 0.87 0.95 0.10 0.93 0.81 0.88 0.87 0.82 0.60 Uniform Delay, d1 36.0 25.7 18.1 33.5 21.1 34.4 27.4 37.0 28.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 42.1 24.9 0.1 37.7 6.6 33.9 16.4 42.9 2.8 Delay (s) 78.1 50.5 18.1 71.2 27.7 68.3 43.7 79.9 31.0 Level of Service E D B E C E D E C Approach Delay (s) 52.7 39.8 51.4 44.2 Approach LOS D D D D )ntersec~jon Summary HCM Average Control Delay 47.1 HCM Le vel of Service D HCM Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 78.8 Sum of l ost time (s) 12.0 Intersection Capacity Utilization 83.9% ICU Lev el of Se rvice D c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM With Project Page 1 TRANSPKIRK-ST51 HCM Signalized Intersection Capacity Analysis 3: Yelm Avenue & Clark Rd SE 9/5/2003 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL 5BT SBR Lane Configurations ~ "~ ~ '~ ~ '(~ ~ '~ Ideal Flow (vphpl} 1900.. 1900. 1900 19Q0 1900 1900 1900 1900: 1900 1900. 1900... .1900 Lane Width 12 12 12 12 12 12 11 12 12 10 10 10 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.89 1.00. 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow {prot) 1736 1.816 .1787 .1871 1745 1695 1685 1541 Ftt Permitted 0.25 1.00 0.17 1.00 0.72 1.00 0.72 1.00 Satd. Flow (perm). 453 1816 321 1871 1324 1695 1268 1541 Volume (vph) 38 846 35 57 739 28 36 12 31 22 6 39 Peak-hour factor, PHF 0.95 0.95 0.95 0.96 0.96 0.96 0.68 0.68 0.68 0.82. 0.82 0.82 Adj. Flow {vph) 40 891 37 59 770 29 53 18 46 27 7 48 Lane Group Flow {vph) 40 928 0 59 799 0 53 64 0 27 55 0 Heavy Vehicles (%) 4% 4% 4% 1 % 1 % 1 % 0% 0% 0% 0% 0% 0% Turn Type Perm Perm Perm Perm Protected Phases 2 6 4 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 28.0 28.0 28.0 28.0 7.6 7.6 7.6 7.6 Effective Green, g (s) 29.0 29.0 29.0 29.0 8.6 8.6 8.6 8.6 Actuated g/C Ratio 0.64 0.64 0.64 0.64 0.19 0.19 0.19 0.19 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph} 288 1155 204 1190 250 320 239 291 vJs Ratio Prot c0.51 0.43 0.04 0.04 vls Ratio Perm 0.09 0.18 c0.04 0.02 v/c Ratio 0.14 0.80 0.29 0.67 0.21 0.20 0.11 0.19 Uniform Delay, d1 3.3 6.2 3.7 5.3 15.6 15.6 15.3 15.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 4.1 0.8 1.5 0.4 0.3 0.2 0.3 Delay (s) 3.5 10.3 4.5 6.8 16.1 15.9 15.5 15.9 Level of Service A B A A B B B 8 Approach Delay (s) 10.0 6.6 16.0 15.8 Approach LOS B A B B ff+terseclion 5ammary HCM Average Control Delay 9.2 HCM Leve{ of S ervice A HCM Volume to Capacity ratio 0.67 Actuated Cycle Length { s} 45.6 Sum of l ost time (s) 8.0 Intersection Capacity Ut ilization 59.5% ICU Levet of Se rvice A c Critical Lane Group Yelm Terra Piat Synchro 5 Report 2005 PM With Project Page 2 TRANSPKIRK-ST51 HCM Signalized Intersection Capacity Analysis 5: Yelm Avenue & Creek St 9/5/2003 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ~ ~ ~ ~ '~ ~ ~ '~ ~ '~ Ideal :Flow (vphpl) 1900 190t) .1900 1900 . 1900 1900 1900 ;1900 1900 1900 1900 1900 Lane Width 11 12 15 12 12 12 13 13 12 10 12 12 Total-Lost time (s) 4.0 4.0 4.0 4.0 4.0 4:0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 0.93 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1694 1845 .1725 1770 1863 1583 1,829 1814 1685 1767 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1694 1845 1725 1770 1863 1583 1829 1814. 1685 1767 Volume (vph) 78 539 311 43 562 58 255 68 42 69 106 93 Peak=hour factor, PHF 0.99 0.99 0.99 0.98 0.98 0.98 0.86. 0.86 0.86 0.90 0.90 0.90 Adj. Flow (vph) 79 544 314 44 573 59 297 79 49 77 118 103 Lane Group Flow (vph) 79 544 314 44 573 b9 297' 128 0 77 221 0 Heavy Vehicles (%) 3% 3% 3% 2% 2% 2% 2% 2% 2% 0% 0% 0% Turn Type Prot pm+ov Prot Perm Split .Split Protected Phases 5 2 4 1 6 4 4 8 8 Permitted Phases 2 6 Actuated Green, G (s) 3.5 28.9 44.5 2.7 28.1 28.1 15.6 15.6 10.5 10.5 Effective Green, g (s) 4.5 29.9 46.5 3.7 29.1 29.1 16.6 16.6 11.5 11.5 Actuated g/C Ratio 0.06 0.38 0.60 0.05 0.37 0.37 0.21 0.21 0.15 0.15 Clearance Time (s) 5.0 5:0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 98 710 1032 84 698 593 391 388 249 262 v/s Ratio Prot 0.05 c0.29 0.06 0.02 c0.31 c0.16 0.07 0.05 c0.13 v/s Ratio Perm 0.12 0.04 v/c Ratio 0.81 0.77 0.30 0.52 0.82 0.10 0.76 0.33 0.31 0.84 Uniform Delay, d1 36.2 20.9 7.7 36.1 21.9 15.8 28.7 25.8 29.6 32.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 incremental Delay, d2 36.6 5.0 0.2 5.8 7.7 0.1 8.2 0.5 0.7 21.2 Delay (s) 72.8 25.8 7.8 41.9 29.6 15.9 36.9 26.3 30.3 53.4 Level of Service E C A D C B D C C D Approach Delay (s) 23.7 29.2 33.7 47.4 Approach LOS C C C D lntersection:Summary; HCM Average Control Delay 30.2 HCM Level of Service C HCM Volume to Capacit y ratio 0.82 Actuated Cycle Length (s) 77.7 Sum of lost time (s) 16.0 Intersection Capacity Ut ilization 76.8% I CU Level of Se rvice C c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM With Project Page 3 TRANSPKIRK-ST51 TWO-WAY STOP CONTROL SUMMARY Gen: -1 Information' R, ~te`In>fc~rit~`tibn Analyst Agency/Co. Date Performed Analysis Time Period TENW 9/2/03 PM Peak Intersection Jurisdiction Analysis Year Yelm Ave & SW Longmire St 2005 with Project Pro~ect Descri tion Yelm Terra Plat East/VUest Street: Yelm Avenue North/South Street: SW Lon mire Street Intersection Orientation: East-West Stud Period hrs : 0.25 ~~hi ~ ~' ss ~~ ~ A~~t"ii`~Sme~i~~s ~, "`" Ma or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 6 925 21 11 661 10 Peak-Hour Factor, PHF 0.97 0.97 0.97 0.94 0.94 0.94 Hourl Flow Rate, HFR 6 953 21 11 703 10 Percent Heavy Vehicles 1 - - 1 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 13 0 10 8 1 13 Peak-Hour Factor, PHF 0.75 0.75 0.75 0.63 0.63 0.63 Hourly Flow Rate, HFR 17 D 13 12 1 20 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi uration LTR LTR .._.;_ del " Que a Len th and Level o~ Seivice Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 6 11 30 33 C (m) (vph) 892 712 100 140 v/c 0.01 0.02 0.30 0.24 95% queue length 0.02 0.05 1.14 0.87 Control Delay 9.1 10.1 55.7 38.5 LOS A 8 F E Approach Delay - - 55.7 38.5 Approach LOS - - F E HCS2000TM Copyright ~ ?000 University of Florida, All Rights Reserved Version 4. lc TWO-WAY STOP CONTROL SUMMARY Genera~.ln#~ma~ion ' Site_~r>rfioima~on Analyst AgencylCo. Date Performed Analysis Time Period TENW 09/2/03 PM Peak Intersection Jurisdiction Analysis Year AvenOerd St & Yelm 2005 witth Project Project Descri tion Yelm Terra Plat East/West Street: Yelm Avenue North/South Street: NE 103rd Street Intersection Orientation: East-West Stud Period hrs : 0.25 3' - ~l ~~ _ t~~s r rt lid ~ 'trs~tr-e~i` ~s~. ~: x - Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 66 935 1 4 849 18 Peak-Hour Factor, PHF 0.97 0.97 0.97 0.90 0.90 0.90 Hourl Flow Rate, HFR 68 963 1 4 943 20 Percent Heavy Vehicles 3 -- -- 3 - - Median Type ~ Two Way Left Tum Lane RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume 2 0 4 9 0 48 Peak-Hour Factor, PHF 0.50 0.50 0.50 0.77 0.77 0.77 Hourly Flow Rate, HFR 4 0 8 11 0 62 Percent Heav Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 1 0 1 Configuration LTR L R ._.___ __ ._~.. ,r De1a -Queue Len >(h antl~Levefnf Service "? ~ - Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR L R v (vph) 68 4 12 11 62 C (m)(vph) 711 710 186 135 317 vic 0.10 0.01 0.06 0.08 0.20 95% queue length 0.32 0.02 0.20 0.26 0.71 Control Delay 10.6 10.1 25.7 34.0 19.1 LOS 8 8 D D C Approach Delay - - 25.7 21.3 Approach LOS - - D C HCS2000Tt`'t Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY General information `:`-~ - . ~ ' ; S, Ini~or~ntatidn , - , - Analyst Agency/Co. Date Performed Analysis Time Period TENW 9/2/03 PM Peak Intersection Jurisdiction Analysis Year 105th Way SE & Clark Rd SE 2005 with Project Project Descri tion Yelm Terra Plat EastNVest Street: 105th Wa SE North/South Street: Clark Road SE Intersection Orientation: North-South Stud Period hrs : 0.25 ~~ ~ # ~ .. ............. ~... t _... ... . - t __ - Y . . . Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 21 0 0 24 58 Peak-Hour Factor, PHF 0.71 0.71 1.00 1.00 0.88 0.88 Hourl Flow Rate, HFR 0 29 0 0 27 65 Percent Heavy Vehicles 0 - -- 0 - - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR U stream Si nal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 44 0 0 Peak-Hour Factor, PHF 1.00 1.00 1.00 0.67 1.00 0.67 Hourly Flow Rate, HFR 0 0 0 65 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Confi uration LR .,, .. l `Qu a ten th and Lwel?~ Service .. : ,. Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 0 65 C (m) (vph) 1515 917 v/c 0.00 0.07 95% queue length 0.00 0.23 Control Delay 7.4 9.2 LOS A A Approach Delay - - 9.2 Approach LOS - - A HCS1000TI`'t Copyright ©2000 University of Florida, All Rights Reserved Version 4.Ic TWO-WAY STOP CONTROL SUMMARY Gen~~nQ:rnary on -~- Situ 1r~fiorm~t~on - Analyst Agency/Co. Date Performed Analysis Time Period TENW 9/2/03 PM Peak Intersection Jurisdiction Analysis Year Mosman Ave SE & 1st St SE 2005 with Project Project Descri tion Yelm Terra Plat East/V1/est Street: Mosman Avenue SE North/South Street: 1st Street SE Intersection Orientation: North-South Stud Period hrs : 0.25 Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 13 330 39 12 280 21 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 14 366 43 13 311 23 Percent Heavy Vehicles 2 - - 5 - - Median T pe Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Si nal 0 1 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 55 4 16 56 40 133 Peak-Hour Factor, PHF 0.76 0.76 0.76 0.82 0.82 0.82 Hourly Flow Rate, HFR 72 5 21 68 48 162 Percent Heavy Vehicles 3 3 3 1 1 1 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Confi uration LTR LTR ~el~ :1~G1 die t_vn ttt a n L' vet 4'~ $ @I"i/` ~' Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 14 13 98 278 C (m)(vph) 1225 1134 221 459 v/c 0.01 O.Q1 0.44 0.61 95% queue length 0.03 0.03 2.10 3.93 Control Delay 8.0 8.2 33.7 24.2 LOS A A D C Approach Delay -- - 33.7 24.2 Approach LOS - - D C HCS3000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4. Ic