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Traffic November 20031 ransportation Engineering ~orthWest, LLC LETTER OF Transportation Engineering/Operations • Impact Studies • Design Services • Transportation Planning/Forecasting TRANSMITTAL ~. s_.~ Date: November 26, 2003 To: Grant Beck City of Yelm 105 Yelm Ave West Yelm, WA 98597 DECO 1 1003 From: Jeff Schramm, TENW Phone (206) 396-8286 Fax (425) 398-5779 E-mail Schramm@tenw.com ^ Urgent X For Submittal ^ Reply ASAP ^ Please comment Regarding: Submittal of Updated Traffic Study for Yelm Terra Plat Grant, I have attached 4 bound copies of the updated Traffic Impact Study report for the Yelm Terra plat. This report is an update to our previous traffic study (dated September 16, 2003), and incorporates responses to your comment letter dated November 5, 2003. The report and traffic analyses were updated to primarily reflect two-way access through the residential neighborhood to the north via 3`d Street SE. The findings and conclusions remained mostly the same, with a few additional mitigation measures identified to limit access to the west on 105`'' Way SE and address impacts to vehicles and pedestrians on 3`d Street SE. Please contact me if you need additional information. Thanks, Jeff cc: Craig Steepy (1 unbound copy) SCA Consulting Group 4200 - 6`'' Ave, Suite 301 Lacey, WA 98509-3485 Transportation Engineering Northwest LLC 16625 Redmond Way, Suite M, PMB 323 • Redmond, WA 98052 Office 8t Mobile (206) 396-8286 • Fax (425) 398-5779 Traffic Impact Study November 25, 2003 Prepared #or: SCA Consulting Group PO Box 3485 4200. - 6~' Ave, Suite 301. Lacey, WA 98509-3485 Prepared by: F ;:; -~ ~~,` ~ _ _ t ~~ c..~ ~ ,: ~d'd psi, ~~ , ;` , ~ i;~~GFS'l'E~`" ~~~ ~ a Transportation Engineering Northwest Transportation Engineering/Operations • Impact Studies • Design Services • Transportation Planning/Forecasting 16625 Redmond Way, Suite M, PMB 323 • Redmond, WA 98052 • OfficelMobile (206) 396-8286 • Fax (425) 398-5779 Project Manager: Jeff Schramm Schramm@tenwcom Yelm Terra Plat Yelm, Washington Table of Contents Updated Traffic Impact Study FINDINGS &CONCLUSIONS ..........................................................................................................1 INTRODUCTION ............................................................................................................................. ..2 Project Description .................................................................................................................... ..2 Traffic Study 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 ...................................................................................... 11 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 MEASURES .............................................................................................................. 20 Appendix A -Existing Intersection Traffic Volumes Appendix B - (ntersection LOS Analysis Results Transportation Engineering Northwest j November 25, 2003 Yelm Terra Plat Yelm, Washington Updated 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 Votumes ....................................................................................... ..8 Figure 5. PM Peak hour Project Trip Distribution and Assignment ............................................................ 13 Figure 6. 2005 PM Peak Hour Traffic Volumes Without the Project .......................................................... 15 Figure 7. 2005 PM Peak Hour Traffic Volumes With the Project ............................................................... 16 Figure 8. Proposed Access Restriction at West Site Driveway .................................................................. 19 Table 1. LOS Criteria for Signalized and Unsignalized Intersections ...........................................................9 Table 2. Yelm Terra Plat Existing PM Peak Hour LOS Summary .............................................................10 Table 3. Yelm Terra Plat Project Trip Generation for 97 lots ....................................................................12 Table 4. Yelm Terra Plat 2005 PM Peak Hour LOS Summary .................................................................17 Transportation Engineering Northwest 11 November 25, 2003 Yelm Terra Plat Updated Yelm, Washington Traffic Impact Study F[NDtNGS 8t CONCLUSIONS This study is an update to the previous traffic impact analysis conducted for the proposed Yelm Terra Plat development (dated September 16, 2003), and incorporates responses to the City of Yelm's comments in their letter dated November 5, 2003. Project Proposal. The proposed Yelm 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. Access. The primary vehicular access to the site is proposed via two driveways on 105th Way SE and the extension of 3`d Street SE. As part of the project, project-generated trips would be restricted from traveling west on 105th Way SE to access Mill Road. 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 eight study intersections during weekday PM peak hour conditions. Consideration should be given to potential installation of stop signs at the intersection of 3`d Street SE and Mosman Avenue. Road Connection to North. To meet the City's adopted subdivision requirements, a road connection will be made to the existing neighborhood to the north. To minimize traff c impacts to the existing northern neighborhood, the connecting road will be narrowed, traffic signs installed, no parking allowed, and a raised pedestrian crossing provided to help slow traffic. Non-Motorized Impacts. Sidewalks will be provided on one side of all new roadways within the plat to accommodate pedestrians. Half-street frontage on 105th 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 Facilities Charge (TFC) is $750 per PM peak hour trip. The Yelm Terra Plat would be subject to a $72,7500 traffic charge ($750 per PM peak hour trip X 97 PM peak hour trips), which is based on the 97 new residential lots and credit for the existing house on the property. Transportation Engineering Northwest 1 November 25, 2003 Yelm Terra Plat Yelm, Washington tNTRODUCTtON Updated Traffic impact Study This traffic impact analysis has been prepared for the proposed Yelm Terra Plat development. This study is an update to the previous traffic impact analysis conducted for the development (dated September 16, 2003), and incorporates responses to the City of Yelm's comments in their letter dated November 5, 2003. 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 includes one single family house. The primary vehicular access to the site is proposed via two driveways on 105th Way SE and the extension of 3rd Street SE. As part of the project, project trips would be restricted from traveling west on 105th Way SE to access Mill Road The proposed site plan is shown in Figure 2. Traffic Study 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 eight 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 NorcnWest 2 November 25, 2003 Yetm Terra Plat Yelm, Washington Updated Traffic Impact Swdy Primary Data and Information Sources • Traffic Scoping Letter to Jim Gibson, City of Yelm -July 31, 2003. • Year 2003 PM Peak Hour Traffic ~lolumes; source: Trafficount and Traffic Smithy. • Highway Capacity Manual (HCM), 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, 6~' Edition, 1997. • City of Yelm Municipal Code 15.40 Concurrency Management. Transportation Enghteering Northwest 3 November 25, 2003 W w ~ ~ U U U Z ~ ~ Z O o z ~ O -~ J V1 ~ J Y U ~ Z O9~' } QQ~ ~ ~ U ~!G Z ~ ~O ~ ~P ~~~ 5~ Q~ ~~ ~O O ~~ `~ w 0 O ~ ~ NE 103RD ST ~5 ,~5~~ ~F ~ ~?~ f- -. ~ ~ ~ ` w 9~F Y w ~ . ~ • w ` ~ ~ 105TH WAY SE Y g W U Project FOX HILL RD SE ~ Slte z o w ~ 109TH AVE SE ~ p e9l ~ Oy/` ~~'O Not to Scale Transportation 1=igUre ~ Ye(m Terra Plat Engineering Vicinity Map Yetm, Washington Northwest, LLC November 25, 2003 I I I i~ I I 1~ I I I ; .~_- w _- t - w _ ~ - a ° ~ i i ~ " ~ , ~ i I 4 B ~ ~ S ~ I i i ~ ~ I ,, 4 i !r t N ~ J ~ >^ ~ tl k i j ~ , F ! ~ ~ ° I ~ a a j i ~ i F ! ~ N ~ m ~ a ~ ~ ~ t T t; y ~ , ~ I -~---- -- = 3rd Street SE ---- ~ ~ ; ---, I I ~ i ss i. i ~; ~i I ~ t+ ~ _ _ I i i~ i I ~ N $ .~ o ~ t} ~ L I I i i ~i i _ ( ° ~ ~ ~ _ ~ f~ t o ~ m ~ u =i f ~ ~ ° I ~ u y ~l ~ a ~ ii m ~ a ~ i~ 3 ~~ it a i ~ ~ ~ I i=t 1 1 ry - ° ~ ~ I I t I c' F ~• I~! ~ 1 1 ~;i ' -~ I /, v ~ ' 1i ~i ii ii i ~ t i tl , ~ r I i ~ ~ ~ I it i~ I - 3 ~t ii o ' ~=t i ~ ~' ~~ ~I m ~~~ ~ ~ ' -----_-_"- ~ ~= _ --------------------------------------- Not co Scale ~ ~ ~ Clark Road SE Note: Preliminary site plan provided by SCA Consulting G ro up November 25, 2003. Yelm Terra Plat Transportation Figure 2 Engineering Northwest Proposed Site Plan Yelm, Washington ~~~~.~ Yelm Terra Plat Updated Yelm, Washington Traffic Impact Study EX(ST[NG 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 eight (8) study intersections to be evaluated. The eight study intersections are: 1. Yelm Avenue / SW Longmire Street 2. Yelm Avenue / 1St Street SE 3. Yelm Avenue / 3rd Street SE 4. Yelm Avenue / Clazk Road SE 5. Yelm Avenue / NE 103rd Street 6. Yelm Avenue /Bald Hill Road SE / NE Creek Street 7. 105th Way SE / Clazk Road SE 8. 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. 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. 105"' 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 eight study intersections. Traffic Volumes Weekday PM peak hour traffic volume data was collected in 2003. at the eight study intersections. Appendiz 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 ( November 25, 2003 LEGEND 5~ ~ 'Stop Sign 2G~e~ ~.° ~ Signa( 5 5~~~ ~~sr ~~~ ~D9 Os F ~O S ~"9Lcc ~ Not to Scale ~9'~S NE 103RD ST ,5 -- -----~ i ~ i ~ i ~ ~ ~ ~~~ -~~~ 105TH WAY SE w w w ° Project ~' ~' Site ~ ~ ~N Z U j ~~ tiie~sa RO SW Longmire St/Yelm Ave ~~ `~° Yai ~~ ~H~ y~~ NE 103rd St/Yelm Ave ~~ ~ 103rd St SE ~~ ~~ 9~~ 1st Street SE/Yelm Ave ~1 ~~ ~y~°5`~ ~ yPi ~y • Bald Hills/Creek St/Yelm A ~~ w m U v m 3rd Street SE/Yelm Ave ~~ 5~ ~ ~"ai `~~ 0,yy a~ 9~ Clark Road SFJ105th Way 105th Way SE ~~w w v rr m U ' Clark Road SE/Yelm Ave ~~ ~^` `~ w ~ Ye/mq~e ~~ U 1st Street St/Mosman Ave ~.~ y ~ a~ Yelm Terra Plat Transportation Figure 3 Engineering Yeim, Washington Northwest, LLC Existing ChanneliZdtion November 25, 2003 SW Longmire St/Yelm Ave ~ti ~~ ~~ sy 9 9 O ~ y ~~ ^ryo .~ e~~i 9r, ~~ ~ 5 ©NE 103rd StlYelmAve 8 ~ 43 ~~s~y ,~ a 103rd & SE 2 ~' ```~ t 4 ~ 4 ~S8 ~~ e .~ 9~e Transportation Engineering Northwest, LLC 1st Street SElYelm Ave o`~ ~~61y1 so'~~y ,~ ~ ?~ sr~ ~. ~, stju, i ~ 92y ~~ ~~~ ^R ~ ~~ eih9 a • Bald Hill/Creek StlYelm Av ~ °' ~ W ~ N U~ ~o ~~ )2~' 2 Sys 40 ~ ~ r e~''q~e o m J ~ c°n r1 1 N CU ~ M 3rd Street SE/Yelm Ave °O o lS 6 S~ , x 28 sp 88 7qy~ ye ~'q`~ ~ ~` m ~ ~ ~~ m _ ~ Clark Road SE/105th Way r N ~ ~ 105th Way SE 8 -~ ~ `~i ~~ Y o rn CJ Figure 4 2003 PM Peak Hour Traffic Volumes ' Clark Road SEIYeIm Ave I `D N ~[ ~, ~ ~ 26 683 3S~ '~O~\~ ~3S mAYe ~ ~ x ~ ~ `m U ~ N 1st StreetlMosman Ave ~~ ~~ ~~ ~~rr ~~'s ~~~~ Yelm Terra Plat Yelm, Washington November 25, 2003' Yelm Terra Plat Yelm, Washington Intersection Level of Service (LOS) Updated Traffic Impact Swdy A 2003 weekday PM peak hour level of service (LOS) analysis was conducted at the eight study intersections. The existing channelization at the eight study intersections was illustrated in Figure 3. Level of service (LOS) 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 >lOto20 >lOto 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 Report 209, Transportation Research Board, 2000 Existing weekday PM peak hour LOS analysis results for the eight study intersections are summarized in Table 2. Detailed LOS summary worksheets are provided in Appendix B. Transportation Engineering Northwest 9 November 25, 2003 Yelm Terra Plat Yelm, Washington Updated Traffic Impact Study Table 2. Yelm Terra Plat Existing PM Peak Hour LOS Summ ary Study Intersection LOST Delay2 V/C3 Signalized 4: 2. IS` Street SE / Yelm Avenue D 37.6 0.77 4. Clark Road SE / Yehn Avenue A 8.0 0.61 6. Bald Hills Rd /Creek St / Yehn Avenue C 24.0 0.72 Unsignalized (stop controlled movements): LOS` Delay2 1. SW Longmire St / Yehn Avenue Northbound shared Lt / Thru / Rt D 26.4 Southbound shazed Lt / Thru / Rt D 27.3 3.3`d Street SE / Yehn Avenue Northbound shared Lt / Thru / Rt C 17.8 Southbound shared Lt / Thru / Rt B 12.6 5. NE 103`d Street / Yehn Avenue Northbound shared Lt / Thru / Rt D 28.7 Southbound Left D 27.4 Southbound Right C 15.6 7. Clark Road SE / 105"` Way SE Eastbound shared Lt / Rt A 8.8 8. IS` 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. It should be noted that the City has indicated the intersection of 1 St/Yelm currently operates at LOS F during the PM peak hour. Based on existing traffic volumes, lane channelization, and peak hour factors, this analysis indicates that it currently operates at LOS D during the PM peak hour. Potential explanation for this difference may be lower traffic volume counts conducted in April 2003, use of the existing peak hour factor, and/or signal timing optimization. Transportation Engineering Northwest j p November 25, 2003 Yelm Terra Plat Ye1m, Washington Planned Transportation Improvements Updated Traffic Impact Study 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 (lst Street). Improvements include re-aligning roadway, repairing shoulders, paving, drainage, partial walks, and lighting. 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. Because all of these projects are planned to be constructed after year 2005, none of them were included in the operational LOS analyses for this traffic study. Transportation ~ngineerhtg Northwest 11 November 25, 2003 Ye(m Terra Plat Updated 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, 6~' 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. Yelm Terra Plat Project Trip Generation for 97 lots ITE Trip Project Trip Generation Time Period Rate I Total In Out Average Daily 9.57 trips/dwelling unit 928 464 464 AM Peak Hour 0.75 trips/dwelling unit 73 18 55 PM Peak Hour 1.01 trips/dwelling unit 98 63 35 Trip rates based on rrE Trip Generation Manua(. 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 used in the traffic analyses: • 35 % Northwest on Yelm Avenue (SR-S 10) • 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 lingineering Northwest 12 November 25, 2003 30% ,9~` ~, ~y~ ~`~ 3 a~ ~ O~G ~ '~ 2% `' LEGEND XX% Distribution of Project Trips 1i -~ Project Trips ~~50 ~Z~ST ti 0 ~~ 5% ~o9o ~~ ~ s~ ~h h ~ ~ L~ a /~ ~ sF~ a Not to Scale ~ o y,~9 ~ a ~% ~~,` ~ 1 NE 103RD ST N '~' 1-~ ~ ~ ~ ~ ~ ~ ~ E' 35_ '. ~ 105TH WAY SE ~ ~ 15 19 -~ ~; E-10 Project ~ 0 5~ Site s ~ irW~ '~ ~ 2% e 3% y'~s~ SW Longmire StlYelm Ave ~9 `' i 7) ~? y c~~ e/3q~s ~o e~ NE 103rd St/Yelm Ave '~ ' ~. `, y 1 i R NE 103rd SI 7~ 9~e 1st Street SEIYeIm Ave ~~, ' 79 ~ E1 s ~ ~ 2 e~ ~~9 1 ~ q` rL 9~' • Bald Hill/Creek St/yelm Av W S ~\ ~ m U~ ~ ~ ~ ~ Y ~ x v m P/mq~e 3rd Street SE/Yelm Ave 7~ ~~ ,~. ~~ ~ , e ~`~'Fi rL ~~ Ye~~ ti q~e .~A Clark Road SE/105th Way 35 105th Way SE 19~W U Clark Road SE/Yelm Ave ~~ 7 9 7 ~ ~ Y ~ Y P'~ 10 I q~e v 9 1st Street /Mosman Ave ti I~ -`L ~1~9 3 COs A`~~`5~ ^O ~'q~e Transportation Figure 5 Yelm Terra Plat Engineering PM Peak Hour Protect Trip Yeim, Washington Northwest, i_~c D~str~butlon and Assignment November 25, 2003 Yelm Terra Plat Yelm, Washtngton Updated 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 eight study intersections. Future improvements listed in the City's Six Year TIP were not assumed in the 2005 analysis. Therefore, the reported results should be considered conservative at those locations where improvements are planned beyond year 2005. The weekday PM peak hour intersection LOS analysis results for the eight 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 November 25, 2003 5~ ~~~ ~G O ~y 5~~~ ~~sT 9~~ ~O.qQ SF ~O S~ 9L~ sF Not to Scate 5~ ,~g'~ NE 103RD ST ~y -_ - - - - - - - ~ 1 ~ 1 ~ 1 ~ ~ `• ~ - - - - - ~ ~ - - - - 105TH WAY SE w Project `~ Site ~ ~ ~N U Q Oo 7 ~4: yQ~ O ~Q SW Longmire St/Yelm Ave ~~ / ~ f~ / ~ ~, 0o ey ~ ~s ~o ~, y 1 ~~ So 7 ~ Y oc~~ ^~ ~~ %9~ y~~ ~O NE 103rd St/Yelm Ave x`92 6' R-47 ~' ~~ ~_ 9103rd St SE 2 ~, ~,~ ,~ 4 ~ ~ ss~ ~o e '~ 9~ e 1st Street SE/Yelm Ave ~~ ~~ r~ ~ 6J~ ~ yP/7l tiy~~~` ~ ~ ~1~ qr • Bald HilUCreek St/Yelm Av °m w ~ a58 m ~ i ` U S'S2 ~8 X43 \~ 3 ~~\~ ~ ~ ~r/e~mq~e _ 9 °' I NCO N m m ~ 3rd Street SEIYeIm Ave rn ~, N rs ~s S"~ ~s ~sS ~ e~s ~ h ~ ~ Ye~q~e \ y ~ ~ C~ ti Clark Road SE/105th Way r N 105th Way SE 9 -~ ~ t] ~ x ~ N U ' Clark Road SE/Yelm Ave rn ~N ii ~~ 28 X39 3g~ ~s~t• ~ X38 R ~ mgye ~~ ~ ~ U ~ 1st Street/Mosman Ave ti~ 1~ ~~~~ ~ s~, ~ ~ 's 'a ~°~y ~ mss ~ ~ 0 ~ s ^~~~~e`y ~~r p ~~ ~~R~ ti Figure 6 Ye[m Terra Plat Transportation 2005 PM Peak Hour Traffic Engineering Yeim, Washington Northwest, Lac Volumes Without the Project N=ember 25, 2003 SW Longmire StlYelm Ave ~~ ~~ ~~ ~~s~y ,~ ~~,o ~ ~ O ~ ~9~ 5y~`' ,~O ©NE 103rd St/YelmAv~ ~~~sbs` ~- 48 y ~_ 9103rd St SE z ~'' ~~ t v 4 ~ ~~9'~ 0 9~ e 1st Street SEIYeIm Ave ~~ ~~/~~ ~ sb~ cry ! 2, ~' ~Y /T ~, ~ re • Bald HiIl/Creek St/Yelm Av M CO O~ w ~ m'~ s8 ~8~ v S62 X43 y 37~~~ ~ ~ e~''q~a ~ '~ 'o m NOON ~' 3rd Street SE/Yelm Ave ~ `~ ~ ~ '' ~s Bg ~ Spa Spy N 6S ~ ~` Yam"~~e ~ ~ (DM o ~ ti Clark Road SE/105th Way ~ N IJ i 105th Way SE ~ ~/ W 0~ x ° N U Figure 7 Transportation 2005 PM Peak Hour Traffic Engineering Northwest, i.i.c Volumes With the Project ' Clark Road SElYelm Ave rn ~ ~~ ~ 28 X39 d8`~ ~~gj Y ~~~ ~ e~mgte ~ ~ x ~ MeN- m U Ch 1st Street/Mosman Ave ~^ ~~ /ti ^ti ~U, y0`. y ~ Y ~ i ~ Ss ~/ ~ q~ ~~~~ ^~ O ~ ~~a~ sy~y ~~ ~0 Ye(m Terra Plat Yelm, Washington Nrnember 25, 2003 i Yelm Terra Plat Yelm, Washington Updated Traffic Impact Study Table 4. Yelm Terra Plat 2005 PM Peak H our L OS Summary 2005 Without Project 2005 With Project Study Intersection LOS1 Delay2 V/C3 LOS' Delay2 V/C3 Signalized 4 2, 15` Street SE / Yelm Avenue D 42.4 0.84 D 47.5 0.90 4. Clark Road SE / Yelm Avenue A 8.9 0.65 A 8.8 0.66 6. Bald Hills Rd /Creek St / Yelm Avenue C 32.4 0.83 C 30.2 0.82 Unsignalized: LOS' Dela LOS' Dela 1. SW Longmire St / Yelm Avenue Northbound shared Lt / Thru / Rt F 52.5 F 55.7 Southbound shared Lt / Thru / Rt E 36.4 E 38.5 3. 3`d Street SE / Yelm Avenue Northbound shared Lt / Thru / Rt C 19.4 C 20.6 Southbound shared Lt / Thru / Rt C 17.0 C 21.7 5. NE 103`d Street / Yelm 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 7. Clark Road SE / 1052h Way SE Eastbound shared Lt / Rt A 8.9 A 9.1 8. 152 Street SE / Mosman Avenue Eastbound shared Lt / Thru / Rt C 23.2 C 24.4 Westbound shared Lt / Thru / Rt D 32.2 D 33.5 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 si als were assumed to be full actuated; s lits were o timized under each scenario. Signalized. As shown in Table 4, the three signalized study intersections are anticipated to continue to operate at the same LOS in the future with or without the project. All three intersections are 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. As noted earlier in the Existing Conditions section of this report, it should be noted that the City has indicated the intersection of 1 St/Yelm currently operates at LOS F during the PM peak hour. The analysis for this traffic study indicates LOS D during the PM peak hour. Potential explanation for this difference may be lower traffic volume counts conducted in April 2003, different use of the existing peak hour factor, and/or signal timing optimization. Transportation Engineering Northwest ]'7 November 25, 2003 Yelm Terra Plat Updated Yelm, Washington Traffic Impact Swdy 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 additional traffic generated by 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. Non-Motorized Impacts Sidewalks are proposed on one side of all new streets within the proposed plat to accommodate pedestrians. The connecting road to the existing northern neighborhood will be narrowed, traffic signs installed, no parking allowed, and a raised pedestrian crossing provided to help slow traffic. Street frontage on 105' Way SE will also include new curb and sidewalks to separate pedestrians from motorists. 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 road connection to the neighborhood on the north side of the site will be narrowed, traffic signs installed, no parking allowed, and a raised pedestrian crossing provided to help slow traffic. The north access would also provide an additional access to the site for emergency vehicles. Based on the anticipated distribution of project-generated traffic, an estimated 45 percent of the project trips would use the northern access via 3rd Street SE. This would generate an estimated 200 additional trips per day, of which 44 would be generated during the PM peak hour. As a result, consideration should be given to installation of stop signs at the 3rd StreetlMosman Ave intersection. As part of the Yelm Terra Plat project, access to Mill Road SE via 105' Way SE is proposed to be restricted. Project-generated trips would not be allowed to travel to the west on 105' Way SE west of the site. This would be accomplished by channelization and signage at the western site driveway on 105` Way SE, as shown in Figure 8. A variety of traffic control devices and new signs would help to ensure this restriction. Figure 8 identifies the proposed channelization and potential signs that may be used accomplish this. Street frontage will also be provided along 105' Way SE to include road pavement widening, curb/gutter, and sidewalk. Transportation Engineering NortltWest 1 g November 25, 2003 NEW SIGNS O Stop Sign Q2 Left-Turn Only 0 Local Through Traffic Yield to Oncoming Traffic ® Through Traffic is Local Access Only 1 W ..~~ _ _t_ _______ / SIDEVUF~CK - ---- ~ TRAFFIC - -- ,-- -----BE k / .. -.~~ r ~~y) 4~ 1 <') 9 yi 4 1 ~. SI S~ ~1N0 `' ~~ _,ti-._~T S 4~_t_-.v ~~~ _ 4 SI13E1!1tALK EXISTING EDGE NEW CURB OF PAVEMENT 105TH WAY SE PROVIDE 10'~ MINIMUM FOR ONE-WAY TRAFFIC LANE ROW . Transportation Figure 8 Engineering Proposed Access Restriction Northwest, LLC at West Site Driveway Yelm Terra Plat Yelm, Washington November 25, ZOai Yelm Terra Plat Yetm, Washington MtTIGAT(ON MEASURES Updated Traffic impact Study The following measures are identified to mitigate the traffic impacts of the proposed Yelm Terra Plat. • 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 Facilities Charge (TFC) of $750.00 per PM Peak hour trip. The Yelm Terra Plat would be subject to a $72,750 traffic impact fee ($750 per PM peak hour trip X 97 PM peak hour trips), which is based on the 98 PM peak hour trips generated and credit for the existing house on the property. • Road Connection to the North. 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 connection from the Yelm Terra Plat to the existing sidewalks to the north. To minimize traffic impacts to the existing northern neighborhood, the connecting road will be narrowed, traffic signs installed, no parking allowed, and a raised pedestrian crossing provided to help slow traffic. • 3rd Street/Mosman Ave Intersection. Consideration should be given to installation of stop signs at the 3rd Street/Mosman Ave intersection. • Restriction of Westbound Project Traffic on lOSt~ Way SE. Project- generated trips would not be allowed to travel to the west on 105` Way SE west of the site. This would be accomplished by channelization and signage at the western site driveway on 105' Way SE using a variety of traffic control devices and signs. Transportation Engineering Northwest 20 November 25, 2003 Appendix A Existing PM Peak Hour Traffic Counts YELM, WASHINGTON SW LONGMIRE ST YELM AVE LOC# OIPTENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 r^_..,~~„~ a.~~ro~_ parnaepv 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 Thm Left Truck APP' Right Thm Left Truck App. Right Thru Left Truck App' Right Thm Left Truck App' Exciu. InGu. IrK. 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 04:00 PM 2 0 0 1 2 1 158 3 5 162 2 1 1 0 4 1 184 1 B 186 14 354 36S 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 !0 0 8 1 SS 8 576 17 15 601 13 1 6 0 20 11 T52 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 ;~ 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 I 1 22 0 35 2 2991 ! G Ap 5 3 I 4 5 4 I I ; Tota% 0.8 0.0 0.5 1.3 0 6 0.1 0.9 41.6 0 8 0.0 0.6 1.4 1.0 54.2 0 4 55.7 1.9 88 1 SW LONGMIRE ST YELM AVE SW LONGMIRE ST YELM AVE From North From East From South From West StartTime Right Thm Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int Total 'eak Hour Fmm 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 Percent 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 Int 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 Fmm 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 High 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 r t'ELM, WASHINGTON SW LONGMIRE ST YELM AVE ~OC# 01PTENW03226M SW LONGMIRE ST From North j StartTime Right Thru Left ! Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 05:00 PM Volume 12 1 7 Percent 60.0 5.0 35.0 05:OOVolume 3 0 2 Peak Factor High Int 05:30 PM Volume 6 1 1 Peak Factor TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 YELM AVE 20 9 601 10 1.5 96.9 1.6 5 2 156 1 Fle Name : TENW22601P Site Code :00000001 Start Date : 08/ 14/2003 Page No : 2 From South .Total ~ Right ~ Thru ~ Lek 620 9 0 12 42.9 0.0 57.1 159 2 0 1 05:30 PM 165 3 0 4 0.939 .Total ~ Right ~ Thru ~ Left 21 19 838 6 2.2 97.1 0.7 3 2 220 1 05:00 PM 7 2 220 1 0.750 _ SW LONGMIRE ST I Right Thru Left 0 r~ ~ ~ North s w ~ c 2 -~ r r-~ !14/03 5:00:00 PM ~-'? ~ w ~ 14!03 5:45:00 PM ~ ~-, T r .h 0 0 Out In Total 05:45 PM 8 2 161 2 0.625 r. Total Int Total 863 1524 223 390 0.977 223 0.967 TRAFFlCOUNT, INC. 4820 YELM HWY B-195 YELM, WASNING70N L,ACEY, WASHINGTON 98503 Fle Name : TENW12005P SR-507 (N iSTAVE) 360-491-8116 Site Code :00000005 SR-510 (YELM AUE) Start Date :04/30/2003 LOC#05PTENW03119M Page No : i _ Grou s Printed- PRIMARY !~ N 1ST AVE SR-507 (YELM AVE) SR-507 (N 15T AVE) SR-510 (YELM AVE) c...... c.,..• C...... C...i~A Ern... Wn~t Y. / APD' App. gyp' ~. Fitdu. Indu. Int StartTime Right ThN lsh Truck iatal Right TMu left Ttuek TaW Right Ttw Left Tiurk Total Right Ttw Left Truk Tofal Total Total Total. factor 1.0 LO 1.0 lA 1.0 IA LO 1.0 lA 1.0 SA IA 1.0 1.0 1A 1.0 pO:W rM as La 11 ~ r[ Y lU Jl .o-' aav as ~~ a. ~v- ava u aw au ~ +.r _ ww +~. 04:iSPM 30 i6 14 0 60 4 121 45 8 170 57 27 37 3 121 11 122 28 4 161 IS 5121E 527 04:30 PM 20 13 16 0 49 l 122 46 7 1T2 64 25 40 5 129 8 L9L 22 O 161 12 511 523 04:45 PM 25 19 12 2 56 6 109 47 5 162 56 19 23 4 98 i? 124 35 9 171 20 487 507 Total 113 71 53 8 237 IS 467 169 28 654 226 91 13T 12 455 53 500 116 20 669 68 2016 2084 OS:OOPM 28 19 15 0 62 6 121 54 4 183 42 24 42 4 106 10 126 19 2 155 10 508 518 OS:iSPM 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 48 9 108 44 7 161 56 33 24 2 113 15 ]28 30 2 1T3 21 t95 506 05:45 PM 2T 22 6 1 SS 1] 100 40 4 153 54 24 40 6 118 LS I31 32 1 178 12 504 516 ToWI 96 74 44 2 214 36 450 186 17 872 212 99 138 13 449 55 SI7 310 7 662 39 2017 2056 Grand7otal Z09 145 97 SO 451 54 91T 355 45 1326 440 190 275 25 905 108 IOI7 226 27 1351 107 4033 4140 • . Appid+% 46.3 322 21.5 1 4.1 69.2 26.8 1 48.6 21.0 30.4 1 8.0 75.3 16.7 1 Topl% 5.2 3.6 2.4 11.2 1.3 22.7 8.8 32.9 ~ 10.9 4.7 6.8 22.8 2.7 252 5.6 33S 2.6 97A N 1ST AVE From North SR-507 {YELM AVE) From East SR-507 (N '1ST AVE) From South SR-510 (YELM AVE) From West StartTme Right Thru Leh App.Total Right TMu lift App.Total RigIK Thru Leh App.TOtal Ri Tlru lth Ap Pesk lburROm o4~0 PM m 05:45 rra - Teak i or 1 Inlersectian 04:15 PM Vaome 103 67 51 Percent 45.4 29.5 25.1 04:15Yalome 30 16 14 Peak Factor MiQtIAL OS:OOPM Vamne 28 19 35 Peak Factor Peak HourFrom04:00 PM m05:45 PM-Peak 1 of 1 BI Approach 04:00 PM Vaume 113 71 53 Percent 47.7 30.0 22.4 High IM. 04:00 PM Y41ume 38 23 ii Peak factor 227 22 413 192 3.2 68.9 27.9 60 4 121 45 05:00 PM 62 8 121 54 0.915 04:30 PM 237 26 473 195 ss s6.4 zas OS:00 PM 72 8 121 54 0.823 687 I 2L9 95 142 48.0 20.8 31.1 170 57 27 37 04:30 PM 183 64 25 40 0.939 04:00 PM 6'92 228 91 137 50.0 20.0 30.0 04:30 PM 183 64 25 40 0.945 456 41 503 104 63 T7.6 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 p_Tetal IntTotal 648 ~ 2018 i 161 i 512' 0.985 171 0.947 . 682 178 0.956 YELM, WASHINGTON SR-507 (N iSTAVEj SR-510 (YELJN AVE) LOC# 05P TENW03119M TRAFFlCOUNT, INC. 4820YE1.M HWY B-195 LACEY, WASHINGTON 98543 360-491-8116 Fle Name : TENW12005P Site Code :00000005 Start Date :04/30/2003 Page Na : 2 1ST AVE) SR-510 (YELM AVE) ~ StanTme RiQrt From North Thru LeR App Total Right rrom tast TAru LeR App. Total Ri t morn ~uur ThN Left App Total Right • ~~ Thru ~~• tRK 4 App. TOW Int. Total Peak Hour Fram 04:00 PM to 05:45 PM • Peak 1 of 1 hterseetion 04:15 PM 103 67 57 227 22 473 192 687 219 95 142 456 41 503 104 648 2018 Volume Percent 4 45 29.5 25.1 3.2 68.9 27.9 48.0 20b 31.1 63 77.6 16.0 04:15VoWme . 30 16 14 60 4 121 45 170 57 2T 37 121 11 122 28 161 512 0.985 Peak Factor Hijh IrR 05:00 PM 05:00 PM 04:30 PM 04:45 PM Volume 28 19 IS 62 8 121 54 183 64 25 40 129 12 124 35 171 Peak Factor 0.915 0.939 0.884 0•~7 r' r r ~ N 1 ST AVE ~?~ I__~lJ1J I~ j Right jN `~ I i i T -~ ~y <r'01~ NoAh ~ z ... V y z---- /30!03 4:15:tx1 PM ~-~ m r" Y30103 5:00:00 PM 1 ~ 0 1 ~ I,a t m in~ ~l l= ~, t r 4 1 1 ® 4 psi In Total •r,l c~ nT Ta+.narT ~unoat~~e~l djO:Zi EO SZ ~nk~ 11/21/2003 12:42 4256867784 TRAFFIC SMITHY PAGE 04 INTERSEC[ION TURN MOVEMENT PEAK HOUR REPORT T= 0 % P= 0.63 Peak Hour 16:00-17:00 ~, 10 23 Total Entry Volume e o II z is9s 840 <~ y ~ ~ 703 5 ~' '~ 15 T= 3.7 % 788 -~ P= 0.96 14 ~ 807 -~ 4 3 74 T=0%=O% ~~~°- 628 T= 7 °/a File: DBDG LOCATION: 3RD AVENUE SE AT E YELM AVENUE YELM Date: 11/20/04 Day: THU Time: 16:00 - 18:00 Report Prepared lnnr. P= 0.97 TRANSPORTATION ENGINEERING NW ~ 60 Surveyed By.' (~ 861 _• ~ TRAFFIC SMITHY, II@C 71 - 626- 120TH AVENUE NE SUITE 9102 T=9rO Trucks By Approach BELU=VUE, WA 98027 78 ~ PHONE: 4Z5-688-7888 P = PHF By Approach FAX: 42588-7784 P= 0.75 Report ReviewC~ by.- GC EASTl90UN0 SOUTHBOUND NORTHBOUND WESTBOUND TIME PERIOD ~'~ --~ -T <i ~ ~ _ ._~ . _ T - ~ y:. '~ T_ ALL ALL VEHICLES • 16:00-16:15 3 185 1 2 0 1 1 2 17 16 159 6 393 16:15-16:30 3 20Z 2 2 0 0 1 0 12 20 154 6 402 I6:30-16:45 I 298 1 0 0 1 2 1 23 11 160 2 400 16:45-17:00 7 203 1 4 0 0 0 0 19 13 155 1 403 ~ LIQHT TRUCKS (SINGLE UNIT 2 AXLES) -• • - ._ 16:00-16:15 0 7 0 0 0 0 0 0 0 0 7 0 14 16:15-16:30 0 9 0 0 D 0 0 0 0 1 16 0 26 16:30-1fi:45 0 5 0 0 0 0 0 0 0 0 ),4 0 19 16:45-17:00 0 4 0 0 0 0 0 6 0 0 5 0 9 MEDZUM TRUCKS (SINGLE UNIT a2 AXLES) • ~ - .- 16:00-16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 26:15-16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30-16:45 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45-17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 HEAVY TRUCKS (SEMI-TRACTOR TRAILER) -- - __._ _ 16:00-16:15 0 0 0 D 0 0 0 0 0 0 5 0 5 16:15-16:30 0 1 D 0 0 0 0 0 0 0 0 0 1 16:30-16:45 0 1 D 0 0 0 0 0 0 0 0 0 1 16:45-17:00 0 3 0 0 0 0 0 0 0 0 1 0 4 BICYCLES ~ •~ ~ _ _ 16:DD-16as o o D o o D o 0 0 0 0 0- o 16:15-16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30-16:45 0 0 0 0 0 0 0 0 0 0 D 0 0 16:45-17:00 0 0 0 0 0 0 0 0 D 0 0 0 0 PEf,ESTRIANS • • • ._ , Crosswalk SOUTH WEST E4ST NORTH ALL 16:00-16:15 . 4 0 2 g 14 16:15-16:30 0 0 T 0 2 16.30-16:45 3 0 0 1 4 l YELM, WASHINGTON CLARK RD SE YELM AVE LOC# 03P SHG03051M TRAFF[COUNT, INC. 4820YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 Croons Printed- PRIMARY Fle Name : SHG05103P Site Code :00000003 Start Date :02/20/2003 Page No :1 CLARK RD SE YELM AVE CLARK RD SE YELM AVE From North From East From South From West Stan Time Right Thru ldt Truk E ~' Ripr[ Thru lch Truck ~' Right Thru Lett Tntck ~D- Rigri Thru Leh Truck ~- F'~'' ~~ 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 LO 1.0 1.0 IA 1-0 1.0 1.0 1.0 04:OOPM 2 1 0 0 3 5 154 11 3 170 11 2 3 0 i6 3 162 B 10 193 13 382 395 04:ISPM 10 0 S 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 7 0 4 0 11 1 174 14 7 189 9 413 a22 04:45 PM 11 2 4 0 17 9 176 10 2 195 2 0 1 0 3 4 206 7 B 217 10 432 ?E- 442 , Total 33 6 15 0 54 28 667 32 10 727 30 2 12 0 44 11 768 35 3d 814 44 1639 1683 OS:OOPM 5 1 5 0 11 3 170 14 4 187 10 1 2 0 13 2 196 8 5 206 9 d17 426 OS:iSPM 2 2 4 0 8 6 154 14 6 LT4 16 0 4 0 20 3 187 3 2 193 8 395 403 05:30 PM 11 1 5 0 17 3 137 12 2 152 4 0 6 0 10 2 176 9 1 18T 3 366 369 05:45 PM 9 2 7 0 18 3 135 8 1 146 S 1 S 0 it 3 171 12 6 186 7 361 366 Total 27 6 21 0 54 i5 596 48 13 659 35 2 17 0 54 10 730 32 14 772 27 1534 1566 GraMT O 0 108 43 63 ~ 23 1 0 1 ~ 3249„ % 5 ~ 3 I 3 ~ 2 I 71 8 1 M 04 1 1 ~ 6 2.0 0.1 0.9 3.1 01 4 2.3 49 9 2.2 97.8 ;~ CLARK RD SE YELM AVE CLARK RD SE YELM AVE From NoRh From East From South From West StartTune RiQit _Thru left App.Togl Right Thru left App.TOtal Right Thru Leh App.Tatal Right Thru Left App. Total IntTotal _ Peak Flour from 04:00 P14 ro 05:45 PM - Peak l of l loteaestion 04:15 PM ~ r Volume 36 6 20 62 26 683 35 744 29 1 31 41 IO 782 35 827 1674 Percerrt 58.1 9.T 323 3S 91.6 d.7 70.7 2.4 26.8 L2 94.6 4.2 04:45 Volume Il 2 4 17 9 176 10 195 2 0 1 3 4 206 T 21T 432 Peak Factor 0-969 Fligh IM- 04:30 PM 04:45 PM 04:15 PM ~ 04:45 PM Volume 10 3 6 19 9 176 30 195 10 0 4 14 i 4 206 7 217 Peak Factor 0-816 0,954 0.732 0.953 Prak Hour from 04:00 PM m 05:45 PM .Peak 1 of 1 ByApptoach 04:15 PM 04:30PM OS :OQPM 04:15 PM Volume 36 6 20 62 28 6T8 44 750 35 2 I7 54 10 782 35 827 - Pacent 56.1 9.7 32.3 3.7 90.4 5.9 64.8 3.7 3L5 L2 94.6 4.2 High IrR. 04:30 PM 04:45 PM 05:15 PM 04:45 PM Volume 10 3 6 19 9 176 SD 195 I6 0 4 20 4 206 7 217 PmkFactor 0-816 j 0.962 0.675 0953 :i YELM, WASHINGTON CLARK Rd SE YELM AUE LOC# 03P SHG03051M TRAFFlCOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 CLARK RD SE from North YELM AVE From East CLARK RD SE From Snuth YELM AVE From West SaRTime Rlgtt itw leR Ayp.Total Righ~ thru Lett App.TOtal Right ThN leR App.Tatat Right ThN LeR Ap Peak Honr From 04:00 PM DD 05:45 Pbi-Peat 10x1 Intersection 04:11 PM YoWme 36 6 20 PtrCertl 58.1 9.7 323 04:45YOlume 11 2 4 Peat Factor High tnt. 0430 PM Yalume SO 3 6 Peal Fader 62I 26 683 35 3.5 91.8 4.7 17 9 176 30 T44 ~ 29 1 11 70.7 2.4 26.8 195 2 0 1 04:15 PM 195 10 0 4 0.954 Fie Name : SHG05103P Site Code :00000003 Start Date :02/20/2003 Page No : 2 41 I 10 782 35 12 94.6 4.2 3 4 206 7 04:45 PM 14 4 206 7 0.732 CLARK RD SE ~.t, eta Ri4h[ i u Lett ~~ ~~ ~ ~ North ~ < w m a 2 4~ ~ ~-~ t03 4:15:00 PM ~ ~ 20873 5:00:00 PM ~ m r ,q L 6'nyJt llU~y' ~. I ~ ~~ T r o Out In TOhI 04:45 PM 19 9 I76 10 0.816 p. Total Inc iotat 827 1674 217 d32 0.969 217 0.953 i ~-1 YELM, WASHINGTON NE 103RD AVE YELM AVE LOC# 03P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 n,,.. ~.... 0.;..4.x./_ DAln,IeRV 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 SfaRrme Right Thru left Truck ~~~ Right Thro Left Truck ~~~ Right Thru Left Trock ~~~ Right Thru Left Truck App. Totai Ezdu. Total Indu. Total Int Total Fadar 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 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 10 1 65 21 757 1 24 779 8 2 2 0 12 3 810 54 33 867 58 1723 1781 05:00 PM 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 G 1 1 39 0 52 3564 8 ~ 1 I 1 1 16 2 I 1 I 9 2.8 0.0 . Tota% 0.5 4 3 1.0 44.6 43.4 0.1 0 4 0 1 0 1 OS 0 1 48 1 3 3 5 5 2 6 7.4 i Int Total Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:45 PM 0 8 51 I7 768 4 789 4 0 2 6 1 855 60 916 1762 Yolume 43 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 0.966 Peak Factor High Int 04:45 PM 04:45 PM 05:15 PM 05:00 PM Yolume 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 Peak 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 NE 103RD ST YELM AVE DRVWY YELM AVE From North From East From South From West StartTime Right Thro Left App. Total Right Thru Left App. Total Right Thru Lek App. Total Right Thru left App. Total YELM, WASHINGTON NE 103RD AVE YELM AVE LOC# 03PTENW03226M NE 103RD ST From North ~ Start Time 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 f TRAFFICOUNT, INC. 4820 YELM HWY 6-195 LACEY, WASHINGTON 98503 360-491-8116 East 51 17 768 4 22 97.3 0.5 15 4 216 0 04:45 PM 15 4 216 0 0.850 789 4 0 2 66.7 0.0 33.3 220 0 0 1 05:15 PM 220 2 0 0 0.897 916 1762 220 456 0.966 237 0.966 File Name : TENW22603P Site Code :00000003 Start Date :08/14/2003 Page No : 2 s.Total ~ Right ~ Thru ~ Left 6 1 855 60 0.1 93.3 6.6 1 0 206 14 05:00 PM 2 0 220 17 0.750 NE 103RD ST [~ 4 Rigt,t Thru Le, ft -~ North ~ ~~ T ~~ w { ~ m ~ m ~-~ /14/03 4:45:00 PM ~ ~ > 14/03 5:30:00 PM ~ < m~ ~°'-~, MAY ~ ~ m ~-, T ~ in 4 0 0 Out In Total L HELM, WASHINGTON NE CREEK ST/BALD HILL RD SE ,'ELM AVE ..OC# 04P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 f:rnnne Printcri_ PRIMGRV File Name : TENW22604° 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 StartTime Right fire Left Truck gyp' Right Thru Left Truck App' Right ThN Lett Truck gyp' Right Thru Left Truck APP' ExGu. Inclu. Int Totat 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:ODPM 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 T6 146 12 6 234 12 530E 542 04:30 PM 17 30 22 0 69 10 120 12 0 142 7 19 62 2 88 65 118 29 6 212 8 511 519 04:45 PM 24 i6 17 1 57 13 136 9 6 158 17 17 65 3 99 64 110 10 li 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 05: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 T 7 49 0 63 70 133 it 4 220 12 490 502 05:30 PM 17 21 13 1 51 it 139 10 3 160 8 9 57 1 74 68 136 11 1 215 6 500 506 05:45 PM 17 16 21 4 54 5 137 14 2 156 T 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.T 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 peak 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 Percent 34.7 39.5 25.8 8.9 84.4 6.6 04:15 Volume 24 25 15 64 14 131 8 Peak Factor ._ High Int 04:30 PM 04:45 PM Volume 17 30 22 69 13 136 9 Peak Factor 0.899 'eak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:15 PM 04:45 PM Volume 86 98 64 248 54 524 48 Percent 34.7 39.5 25.8 8.6 83.7 7.T High Int 04:30 PM 05:30 PM Volume 17 30 22 69 31 139 10 Peak Factor 0.899 604 39 63 230 332 285 494 72 851 2035 11.7 19.0 69.3 33.5 58.0 8.5 153 12 14 53 79 76 146 12 234 530 0.960 04:45 PM 04:15 PM 158 17 17 65 99 76 146 12 234 0.956 O.S38 0.909 04:00 PM 05:00 PM 626 44 62 235 341 292 520 61 873 12.9 18.2 68.9 33.4 59.6 7.0 04:45 PM 05:00 PM 160 it 17 65 99 80 120 21 221 0.978 0.861 0.988 YELM, WASHINGTON NE CREEKST/BALD HILL RD SE YELM AVE LOC# 04P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 YELM AVE Peak Hour Fmm 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:15 PM Volume 86 98 64 Percent 34.7 39.5 25.8 04:15 Volume 24 25 15 Peak Factor High InL 04:30 PM Volume 17 30 22 Peak Factor 248 54 510 40 8.9 84.4 6.6 64 14 131 8 BALD HILL RD SE i.Total ~ Right ~ firu ~ Left 604 39 63 230 11.7 19.0 69.3 153 12 14 53 04:45 PM 158 17 17 65 0.956 File Name : TENW22604P Site Code :00000004 Start Date :08/14/2003 Page No : 2 YELM AVE From West 332 I 285 494 72 33.5 58.0 8.5 79 76 146 12 04:15 PM 99 76 146 12 0.838 r.Total ~ InLTotal 851 2035 234 530 0.960 234 0.909 NE CREEK ST Right T(~ Left ~~ T ~ North w -< -i ~ L-~ 114/03 4:15:00 PM ~~ w ~ !14/03 5:00:00 PM 2 ~ > m ~01~ P I MA ~~ ~ T r i ® o Out In Total 04:45 PM 69- 13 136 9 0.899 •r 'l' ;t, YELM, WASHINGTON CLARK RD SE 105TH WAY SE LOC# 05P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 File Name : TENW22605P 360-491-8116 Site Code :00000005 Start Date :08/14/2003 Page No : 1 c.,.~,..~ ro.;..~~.~_ o~rnnenv CLARK RD SE CLARK RD SE 105TH WAY SE From North F rom East From South From West StartTime Right Thru Lett Truck gyp' Right Thrv Left Truck gyp' Right Thro Left Truck gyp' Right ThN Left Truck APP' l T t Fxclu. t T l Indu. Total Int Total iota) Total Total o a 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 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 17 17 04:30 PM 5 5 0 0 30 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 i2 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 05:15 PM 1 4 0 0 5 0 0 0 0 05:30 PM 1 8 0 0 9 0 0 0 0 05:45 PM 4 5 0 0 9 0 0 0 0 Total 9 24 0 0 33 0 0 0 0 Grand Total 19 44 0 0 63 0 0 0 0 Apprch % 30.2 69.8 0.0 0.0 0.0 0.0 Total % 16.8 38.9 0.0 55.8 0.0 0.0 0.0 CLARK RD SE From North From StartTime Right Thru Left App Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:15 PM Volume 13 22 0 Percent 37.1 62.9 0.0 04:30 Volume 5 5 0 Peakfactor High Int 04:30 PM Volume 5 5 0 Peak Factor 0 0 3 0 0 3 0 0 2 0 2 0 15 15 0 0 4 0 0 4 0 0 1 0 1 0 10 10 0 0 5 0 0 5 0 0 1 0 1 0 15 15 0 0 6 0 0 6 0 0 1 0 1 0 16 16 0 0 18 0 0 18 0 0 5 0 5 0 56 56 0 0 38 0 0 38 1 0 11 0 12 0 113 113 0.0 1 ~ 0.0 8.3 0.0 91.7 0.0 0.0 33.6 0.0 33.6 0.9 0.0 9.7 10.6 0.0 100.0 From South .Total Right Thru Left 35 0 0 0 0.0 0.0 0.0 10 0 0 0 3:45:00 PM SO 0 0 0 0.875 Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:15 PM 04:00 PM Volume 13 22 0 35 0 0 0 Percent 37.1 62.9 0.0 - - - High Int 04:30 PM Volume 5 5 0 10 - - - PeakFactor 0.875 rl ~ Right ~ Thro ~ Left 0 0 19 0 0.0 100.0 0.0 0 0 7 0 04:30 PM 0 0 7 0 04:00 PM 0 0 20 0 0.0 100.0 0.0 04:30 PM 0 7 0 105TH WAY S From West .Total Right Thru Left 19 0 0 8 0.0 0.0 100.0 7 0 0 1 04:15 PM 7 0 0 3 0.679 04:15 PM 20 0 0 8 0.0 0.0 100.0 04:15 PM 7 0 0 3 0.714 .Total ~ IntTotal 8 62 1 18 0.861 3 0.667 8 3 0.667 YELM, WASHINGTON CLARK RD SE 105TH WAY SE . LOC# 05P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 File Name :TENW22605P Site Code :00000005 Start Date :08/14/2003 Page No : 2 CLARK RD SE From North I From East CLARK RD SE From South 105TH WAY SE From West ~ Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total IntTotal Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of i Intersection 04:15 PM Volume 13 22 0 35 0 0 0 0 0 19 0 19 0 0 8 8 62 Percern 37.1 62.9 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 04:30Yolume 5 5 0 SO 0 0 0 0 0 7 0 7 0 0 1 1 18 Peak Factor 0.861 High IM. 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 T~u Left * - I w ~°'J North ~S -. o ~ Z _ 1 ~ ~-~ /14/034:15:00 PM ~ 3 ~ /14103 5:00:00 PM m o ro~ ~ ~n '-~ ~ i P I Y ~~ ~ T ~ i ® ~ Out In Total t'ELM, WASHINGTON S 1ST ST MOSMAN AVE ~OC# 06P TENW03226M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 9$503 360-491-8116 (:rn~ me PrinYorl- PRIMARY Fle Name : TENW22606P Site Code :00000006 Start Date : O8/ 14/2003 Page No : 1 S 1ST ST MOSMAN AVE S 1ST ST MOStvIAN AVE From North From East From South From West StartTime Right Thru Left Truck gyp' Right ThN LeK Truck APD~ Right Thru Left Truck gyp' Right ThN Left Truck App. l T Fxclu. l T t Inciu. T t l Int l T t Total Total Total ota o a o a 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 4 49 7 0 60 Si 2 6 1 19 1 73 6 2 80 27 7 SO 0 44 3 203 206 04:i5PM 3 37 3 3 43 2 1 8 0 it 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 11 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 30 0 49 4 241 ~ 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 14 907 921 Grand Total 34 457 23 18 514 45 11 90 3 146 48 612 29 17 689 221 70 98 Z 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 I8.0 25.2 I 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 Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:45 PM Volume 19 254 8 281 15 4 51 70 27 305 12 Percent 6.8 90.4 2.8 21.4 5.7 72.9 7.8 88.7 3.5 05:30 Volume 4 66 1 71 4 1 16 21 10 85 5 Peak Factor High Int 05:00 PM 05:30 PM 05:30 PM Volume 5 6T 2 74 4 1 16 21 10 85 5 Peak Factor 0.949 0.833 'eak Hour from 04:00 PM to 05:45 PM -Peak 1 of i By Approach 04:30 PM 05:00 PM 05:00 PM Volume 21 259 11 291 20 5 54 79 30 316 13 Percent 7.2 89.0 3.8 25.3 6.3 68.4 8.4 88.0 3.6 High Int 04:30 PM 05:45 PM 05:30 PM Volume 6 71 4 81 12 1 13 26 10 85 5 Peak Factor 0.898 0.760 344 123 37 52 212 907 58.0 17.5 24.5 100 33 6 10 49 241 0.941 05:00 PM 100 32 17 16 65 0.860 0.815 04:45 PM 359 123 37 52 212 58.0 17.5 24.5 05:00 PM 100 32 17 16 65 0.898 0.815 YELM, WASHINGTON S 1ST ST MOSMAN AVE LOC# 06P TENW03226M S 1ST ST From North j StartTime Right Thnr Lett Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 Intersection 04:45 PM Volume 19 254 8 Percent 6.6 90.4 2.8 05:30 Volume 4 66 1 Peak Factor Nigh IM. 05:00 PM Volume 5 67 2 Peak Factor TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 Fle Name : TENW22606P Site Code :00000006 Start Date :08/14/2003 Page No : 2 From South .Total ~ Right ~ Thru ~ Lett 70 27 305 12 7.8 88.7 3.5 21 10 85 5 05:30 PM 21 10 85 5 0.833 344 123 37 52 58.0 17.5 24.5 100 33 6 10 05:00 PM 100 32 it 16 0.860 212 907 49 241 0.941 65 0.815 S 1 ST ST i 1 6531 1 Right Thru Lelft I Ian; F~ > Y ~~ North ~ u ~ Q O L-~ 114/03 4:45:00 PM f~ D 0 ~ /14/03 5:30:00 PM ~ D ~ ^~ 1 I A ~. ~ ~m '--, T r ih Out In Total MOSMAN AVI From East .Total Right Thru Left 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 9/3/2003 2: Yelm Ave & 1st St SE 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 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 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. Fiow (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) 3A 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 inteisecfan Surr~rrsary'' HCM Average Control -Delay 37.6 HCM Level of Service D HCM Volume to Capac ity ratio 0.77 Actuated Cycle Length (s) 68.2 Sum of lost time (s) 12.0 Intersection Capacity Utilization 72.0% ICU Level 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 Mo~rement. ~.":' - EBL EBT EBR 11116E 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 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 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 (prot) 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. Ftow (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 1..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 OA1 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 .,~- ~..~ i r'ersecf on ~ rTta ry HCM Average Control Delay 8.0 HCMlevel of Service A HGM Volume to Capacity ratio 0.61 Actuated Cycle Length ,(s) 41.3 Sum of lost 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/loos ~` -+ ~. ~ EBL EBT_ EBR WB .- ~ ~ L ,WBT 1NBR t ~` ~- ~ .~ IL 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' S6 212 104. 0 60 196 0 Heavy Vehicles (%) 3% 3% 3% 2% 2% 2% 2% 2% 2% 0% 0% 0°l0 Tum 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) 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 v/s 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 )ri[ersec~on Summary ' _ - ~ . HCM Average Control Delay 24.0 HCM Le vel 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 Lev el 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 G~~r~eral~Informati,an ' - ~ ~ ~ ~ ~' ~ ~ .Yt~ Site lr~#ormation`- Analyst Agency/Co. Date Performed 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 EastNVest Street: Yelm Avenue North/South Street: SW Lon mire Street Intersection Orientation: East-West Stud Period hrs : 0.25 Ye~ttf<~.: ~_>ri~les'and ~c~ ustrnenfs` _ , _.. M ~~` 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.D0 1.00 Hourly 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 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 Configuration LTR LTR [~~ ~~u~e~L~r1 th ._ ` and tevet.of~enttcex ' "'~ _.. _ - - - ~ - ,~ - - _ .- = Approach EB WB Northbound Southbou nd 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 HCSIOOOTM Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY Gen~r_al In#4rmation _ :_ -- '. ` - -_ Site Information _ __ Analyst Agency/Co. Date Performed Analysis Time Period TENW 19/24/2003 PM Peak Intersection Jurisdiction Analysis Year 3rd St SE & Yelm Ave 2003 Existing Project Description Yelm Terra Plat East/VUest Street: Yelm Avenue North/South Street: 3rd Street SE Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle`Volumes and Ad'ustments Ma"or Street Eastbound ( Westbound ( Movement 1 ~ 2 ( 3 ( 4 ( 5 6 ( L ( T R L ( T R ( Volume ( 4 812 26 52 620 4 Peak-Hour Factor, PHF Hourly Flow Rate, HFR 1.00 4 1.00 812 1.00 26 1.00 52 1.00 620 1.00 4 J Percent Heavy Vehicles 3 -- -- ~ 3 ~ -- ( Median Type ~ RT Channelized ( ~ Two Way Left Turn Lane ~ 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 ( 76 ( 0 ( 0 ~ 16 Peak-Hour Factor, PHF 1.00 ( 1.00 ( 1.00 ( 1.00 ( 1.00 ( 1.00 Hourly Flow Rate, HFR Percent Heavy Vehicles ( 4 ( 0 ( 0 ( 0 ( 76 ( 0 ( 0 ~ 0 0 0 16 ~ 0 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 ( Dela , QuEUe Len th and Level of Sencice Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 4 52 80 16 C (m) {vph} 952 792 360 490 vlc 0.00 0.07 0.22 0.03 95% queue length 0.01 0.21 0.84 0.10 Control Delay 8.8 9.9 17.8 12.6 LOS A A C B Approach Delay - - 17.8 12.6 Approach LOS - - C B H~'g?pppTt`t Copcright ~~ 2000 Linn ersih- of Florida. _~11 Rights Reserc'eJ ~~ersion ~L.lc TWO-WAY STOP CONTROL SUMMARY Gel~er~l Info~ma#iori- _. ~ ~:. Site inf©rmat>fon - 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: Yelm Avenue North/South Street: NE 103rd Street Intersection Orientation: East-West Stud Period hrs : 0.25 ~e ~ ~. __~. s~_ ~ ~ ,_ s. ents ~ ~ ~ ,., ~ ~ - 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 Hourly Flow Rate, HFR 56 824 0 0 864 16 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 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 Configuration LTR L R __ _ 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 HCS1000TM Copyright ®2000 University of Florida, Alt Rights Reserved Version 4. lc TWO-WAY STOP CONTROL SUMMARY . General :Information Analyst Agency/Co. Date Performed Analysis Time Period TENW 09/02/2003 PM Peak - Site Information Intersection Jurisdiction Analysis Year 105th way SE & Clark Rd SE 2003 Existing Pro'ect Descri tion Yelm Terra Plat East/V11est Street: 105th Wa SE North/South Street: Clark Road SE Intersection Orientation: North-South Stud Period hrs : 0.25 4 S '`~`, ~Ft~ cl±e; .~o c~mesn "a~ 4x'4 M°" iL' +~~#` u~s#ments,.4, ~ . . : a.v i...:. - ~ 'fir ~ -° ~ ~. Ma'or Street Movement 1 L Northbound 2 T 3 R 4 L Southbound 5 T 6 R Volume Peak-Hour Factor, PHF 0 1.00 28 1.00 0 1.00 0 1.00 20 1.00 20 1.00 Hourly Flow Rate, HFR 0 28 0 D 20 20 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 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 (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration _w Approach NB SB estbound LR _ . ~q ~ , Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 0 4 C (m) (vph) 1583 954 vlc 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 HCS?000 Copyright ®2000 University of Florida, All Rights Reserved Version 4. is TWO-WAY STOP CONTROL SUMMARY ~er.~l irtiforrnation - .~. ~, Site ln~ormation Analyst Agency/Co. Date Performed Analysis Time Period TENW 09/02/2003 PM Peak Intersection Jurisdiction Analysis Year Mosman Ave SE SE 2003 Existing & 1st St 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 K ~ ~ k ~._ ~ , 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 Hourly Flow Rate, HFR 20 340 40 4 264 16 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 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 ~~. V~R~ , . 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(mj(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 4.1c 2005 Without-Project HCM Signalized Intersection Capacity Analysis 2: Yelm Ave & 1st St SE 9/4/2003 Movement EBL EBT ESR WBL 1NBT ;1NBR NBL NBT NBR y SBL SBT SBR Lane Configurations ~ ~ ~` ~ '~ ~ 'la ~ ~ Ideal Flow {vphpl) 1900 1900 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 1531 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 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) 6.0 29.3 29.3 11.7 35.0 10.4 22.9 3.0 15.5 Effective Green, g (s) 7.0 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 vIs Ratio Prot 0.07 c0.31 c0.13 0.31 c0.10 c0.24 0.04 0.12 v/s 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 tiTtersec#ion ~ur~rn~~' HCM Average. Control Delay:.. 42.4 HCM Level of Service D HCM Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 86.9 Sum of lost time (s) 12.0 Intersection Capacity Utilization 82.2°I° ICU Level of Service D c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM Baseline Page 1 TRANSPKIRK-ST51 nalized Intersection Capacity Analysis HCM Si g g/4/ 2003 3: Yefm Ave & Clark Rd SE Movement ' EBL EBT EBR' WBL WBT WBR NBL NBT > NBR SBL > SBT ` SBR Lane Configurations Ideal Flow (vphpi) ~ 1900 '(a 1900 1900 ~ 1900 ~' 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 Factor Lane Util 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 (prot} 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 PHF Peak-hour factor 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% 4% 4% 1 % 1 % 1 % 0% 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 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph)' 277 1138. 21.0 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 vJc 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 Q: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 Iri~er~c~aon Summary , . _ HCM Average Control Delay 8:9 HCM Leve{ 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 S ervice A c Critical Lane Group Yelm Terra Plat 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 SSL 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 0.94 1.00 .4.93 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% 2% 2% 2% 2% 2% 2% 0% 0% 0% Turn Type Prot pm+av 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} 4.0 .26.0 41.2 3.2 25.2 25.2 15.2 15.2 14A 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 5A 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 belay, 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 t~~er~~c#on Sumrtiary _ HCM Average Control D elay 32.4 HCM Level of Service C HCM Volume to Capacity ratio 0.83 Actuated Cycle Length {s) 74.4 S um of lost time (s} 16.0 Intersection Capacity Uti lization 75.9% ICU Level of Service C c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM Baseline Page 3 TRANSPKIRK-ST51 TWO-WAY STOP CONTROL SUMMARY General Information ~ ` Site Information 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/Vllest Street: Yelm Avenue North/South Street: SW Lon mire Street Intersection Orientation: East-West Stud Period hrs : 0.25 1~eh~cl~/o~iumes_an ~`~d us~finents 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 Hourly 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 D 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 Configuration LTR LTR Dula ~_ , _. -r~e~en .:. s a nd Li~~e~'~~ ~ et3-lce.4T 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) 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 8 F E Approach Delay - - 52.5 36.4 Approach LOS - - F E HCS?000TH Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY General infs~rmation Site Information Analyst Agency/Co. Date Performed Analysis Time Period TENW 11/24/2003 PM Peak Intersection Jurisdiction Analysis Year 3rd St SE & Ye1m Ave 5- 200 Baseline Pro'ect Descri tion Yelm Terra Plat East/V11est Street: Yelm Avenue North/South Street: 3rd Street SE Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Uotumes and Ad'ustmen#s Ma'or Street Eastbound ( Westbound ( Movement 1 ( 2 ( 3 ( 4 ( 5 ( 6 L T R L T R Volume ( 5 852 15 65 679 16 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.D0 1.00 1.00 Hourly Flow Rate, HFR 5 852 15 65 679 16 Percent Heavy Vehicles 3 -- -- 3 -- -- Median Type Two Way Left Tum Lane 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 I T ~ R ~ L I T Volume ( 4 ( 3 ( 77 ( 2 ( 0 ( 9 ( Peak-Hour Factor, PHF 1.00 ( __1.00 ( 1.00 ( 1.00 ( 1.00 ( 1.00 ( Hourly Flow Rate, HFR 4 ( 3 ( 77 ( 2 ( 0 ( 9 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 I 0 Flared Approach I N I ~ ~ N Storage ~ 0 0 ~ RT Channelized D _ 0 J Lanes 0 1 0 0 1 0 Configuration LTR LTR Dela ,::Queue :Len th, and:Levef ©f Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 5 65 84 11 C (m) (vph) 896 772 333 310 v/c 0.01 0.08 0.25 0.04 95% queue length 0.02 0.27 0.98 0.11 Control Delay 9.0 10.1 19.4 17.0 LOS A B C C Approach Delay - - 19.4 17.0 Approach LOS - - C C HCSZOOOT ~t Cop}-ri~ht <c. ?000 trnn'ersih• of Florida. all Rights Resen ed \'trsion ~. le TWO-WAY STOP CONTROL SUMMARY General. Information ~ Site Information ' Analyst AgencyiCo. 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 Yelm Terra Plat East/West Street: Yelm Avenue North/South Street: NE 103rd Street Intersection Orientation: East-West Stud Period hrs : 0.25 ze ~ e; to umes'and Ad'usments 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 Hourly Flow Rate, HFR 67 953 1 4 923 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 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 D 0 Lanes 0 1 0 1 0 1 Configuration LTR L R '. -.~ ,. ue~~i _ , _v_ , ... ~-anL~ve16~S s..~ rvice ~~ .r .=,x.,. a -z.. _ 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 B C D C Approach Delay - - 24.9 20.9 Approach LOS - - C C KCS2000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4. ( c TWO-WAY STOP CONTROL SUMMARY Gen±~ra! .Intormatitin - Site Infor'm~ation 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 East/West Street: 105th Wa SE NorthlSouth Street: Clark Road SE Intersection Orientation: North-South Stud Period hrs : 0.25 ~R y~ I« ~ . ~p .umes._ ~ _ .: ; ustrne~~s~~ ~ ~ _ _ ,,; 3 _: 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 Hourly Flow Rate, HFR 0 29 0 0 27 15 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 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 D Configuration LR e~`. _. ~ '~'~ ~~ v~_ s n ervice ~: ~ - ~z.~ t ~ r -~ _ ~ - .~, ,,. 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 - - g,g Approach LOS - - A HCS2000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY ~eneraf Information Site Information -` 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 fr N. etc ~e , ~~t~mes~: n ~,~-;.. c~f~`l~tt ustments - ~ ~ - -. 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 Hourly 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 Configuration LTR LTR D1a ~r~~ie ten ttf` ~nclF~l~."fe z~f S 'en~ce - y - ~..s 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 HCS2000TM Copyright ©2000 University of Florida, All Rights Reserved Version 4. lc 2005 With-Project nalized Intersection Capacity Analysis HCM Si g 11/19/ 2003 2: Yelm Ave & 1st St SE Movement EBL EBT ' EBR` WBL WBT ` WBR NBL <NBT NBR SBA SBA ` `SBR Lane Configurations ~ 1900 ~` 1900 ~ 1900 ~ 1900 ~ 1900 1900 ~ 1900 ~' 1900 1900 1900 1900 1900 Ideal Flow (vphpl) 12 12 11 12 12 12 12 12 12 11 10 12 Lane Width Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Utit. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 00 1 1.00 91 0 Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.90 . . Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Flow (prot) Satd 1770 1863 1531 1752 1832 1736 1637 1728 1596 . Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Flow (perm) Satd 1770 1863 1531 1752 1832 1736 1637 1728 1596 . Volume (vph) 112 563 47 210 518 25 161 105 237 68 72 111 0 92 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 . 121 Adj. Flow (vph) 118 593 49 223 551 27 183 119 269 74 78 0 Lane Group Flow (vph) 118 593 49 223 578 0 183 388 0 74 199 1 Heavy Vehicles (%) 2% Z% 2% 3% 3% 3% 4% 4% 4% 1 % 1 % Turn Type Prot Perm Prot Prot Prot Protected Phases 1 6 5 2 7 4 3 $ Permitted Phases Actuated Green, G (s) 5.0 25.3 6 25.3 10.0 30.3 8.0 20.4 3.1 15.5 g (s) Effective Green 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) 135 622 511 245 728 198 445 90 334 v/s Ratio Prot 0.07 c0.32 c0.13 0.32 c0.11 c0.24 0.04 0.12 v/s Ratio Perm vtc Ratio 0.87 0.95 0.03 0.10 0.91 0.79 0.92 0.87 0.82 0.60 Uniform Delay, d1 36.0 25.7 18.1 33.4 20.9 34.6 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 34.4 6.0 42.9 16.9 42.9 2.8 Delay (s) 78.1 50.5 18.1 67.8 26.9 77.4 44.3 79.9 31.0 Level of Service E D B E C E D E C Approach Delay (s) 52.7 38.3 54.9 44.2 Approach LOS D D D D Mtersecfion Summary HCM Average Control Delay 47.5 HCM Level of Service D HCM Volume to Capacity ratio 0.90 Actuated Cycle Length (s} 78.8 Sum of (ost time (s) 12.0 Intersection Capacity Utilization 83.8% ICU Level of S ervice D c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM With Project Page 1 TRANSPKIRK-ST51 HCM Signalized Intersection Capacity Analysis 4: Yelm Avenue & Clark Rd SE 11/19!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 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 1.00 1.00 0.99 1.00 0.89 1.00 0.87 FIt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1736 1819 1787 1871 1745 1685 1685 1541 Flt Permitted 0.25 1.00 0.18 1.00 0.72 1.00 0.72 1.00 Satd. Flow (perm) 454 1819 330 1871 1324 1685 1272 1541 Volume (vph) 38 848 27 57 739 28 22 10 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) 40 893 28 59 770 29 32 15 46 27 7 48 Lane Group Flow (vph) 40 921 0 59 799 0 32 61 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 g Actuated Green, G (s) 27.5 27.5 27.5 27.5 7.3 7.3 7.3 7.3 Effective Green, g (s} 28.5 28.5 28.5 28.5 8.3 8.3 8.3 8.3 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) 289 1157 210 1190 245 312 236 285 vls Ratio Prot c0.51 0.43 c0.04 0.04 v/s Ratio Perm 0.09 0.18 0.02 0.02 v/c Ratio 0.14 0.80 0.28 0.67 0.13 0.20 0.11 0.19 Uniform Delay, d1 3.3 6.0 3.6 5.2 15.2 15.4 15.2 15.4 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 0.7 1.5 0.2 0.3 0.2 0.3 Delay (s) 3.5 9.9 4.3 6.7 15.5 15.7 15.4 15.8 Level of Service A A A A B B B B Approach Delay (s) 9.6 6.5 15.6 15.6 Approach LOS A A g B Tnfers~ion Summary - - - HCM Average Control Delay 8.8 HCM Level of Service A _ HCM Volume to Capacit y ratio 0.66 Actuated Cycle Length (s) 44.8 Sum of lost time (s) 8.0 Intersection Capacity Utilization 58.9% ICU Level of Service A c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM With Project Page 1 TRANSPKIRK-ST51 HCM Signalized Intersection Capacity Analysis 5: Yelm Avenue & Creek St 9/5/2003 Moveir-ent EBL EBT `EBR - VVBL 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 0.94 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) 78 539 311 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 59 297 128 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) 3A 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 G D Approach Delay (s) 23.7 29.2 33.7 47.4 Approach LOS C C C D (r"*ersec~fon Surrma-~r HCM Average Control Delay 30.2 HCM Levet of Sewice C HGM Volume to Capacity ratio 0.82 Actuated Cycle Length.{s} 77.7 Sum of lost time (s} 16.0 Intersection Capacity Utilization 76.8% ICU Level of Service C c Critical Lane Group Yelm Terra Plat Synchro 5 Report 2005 PM With Project Page 3 TRANSPKIRK-ST51 TWO-WAY STOP CONTROL SUMMARY Gene"ral Information - "~ ~ Site Information "` -' 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 Project 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 ~;-.. a ,` ~ tale ~lnlumes~nd Ad ostments 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 Hourly 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 93 Peak-Hour Factor, PHF 0.75 0.75 0.75 0.63 0.63 0.63 Hourly Flow Rate, HFR 17 0 13 92 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 Configuration LTR LTR Di~i'a q~ e~Len -. ~~i~rel of,Seruice 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) 892 792 100 140 vlc 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 HCSZOOOTM Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY General Information Site Information ' .. Analyst Agency/Co. Date Performed Analysis Time Period TENW 11/24/2003 PM Peak Intersection Jurisdiction Analysis Year 3rd St SE & Yelm Ave 2005 With Project Pro'ect Descri tion Yelm Terra Plat East/West Street: Yelm Avenue North/South Street: 3rd Street SE Intersection Orientation: East-West Stud Period hrs : 0.25 . .~ fl~ i le~/olu~es~ancl <At"us - ents~ 3 . _ .trr~:LL ._ . . .~ - - ~:~;: , ___ ._ :--- _;. _._ '~ - _ .. _ . Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 5 865 30 65 688 17 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourl Flow Rate, HFR 5 865 30 65 688 17 Percent Heavy Vehicles 3 - - 3 - - Median Type Two Way Left Tum Lane 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 6 3 79 5 0 9 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 6 3 79 5 0 9 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 Configuration LTR LTR _ ~ _ .~ beta 'ieu~ Len anti Level of serv~c~ ~._. ~ . .~~ '" ~ . Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 5 65 88 14 C (m) (vph) 888 754 318 230 v/c 0.01 0.09 0.28 0.06 95% queue length 0.02 0.28 1.11 0.19 Control Delay 9.1 10.2 20.6 21.7 LOS A 8 C C Approach Delay - - 20.6 21.7 Approach LOS - - C C HCS2000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY G~eneral~_inf~rmation ~~ ~ ~ ~ ., Site ~r~for.~nation Analyst AgencylCo. Date Performed Analysis Time Period TENW 09/2/03 PM Peak Intersection Jurisdiction Analysis Year NE 103rd St & Yelm Avenue 2005 witth Project Project Descri tion Ye/m Terra Plat East/V11est Street: Yelm Avenue North/South Street: NE 103rd Street Intersection Orientation: East-West Stud Period hrs : 0.25 "itcle'~o~umes and ~ci %s~ens ~ ~ ._. .~ ~ ---~ «: ~ =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 Hourly Flow Rate, HFR 68 963 1 4 943 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 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 _. _. D~>~a~ ~~3ueue'Len tki . aid L~ve~# ~ F - ee,~~ s~~ ~ro _ _ r ..,: 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 v/c 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 HCSIOOOTM Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c TWO-WAY STOP CONTROL SUMMARY G~anera~'tnformatian' .. ~ _.. Site lrff©rmation . Analyst Agency/Co. Date Performed Analysis Time Period TENW 11/19/03 PM Peak Intersection Jurisdiction Analysis Year 105th Way SE & Clark Rd SE 2005 with Project Project 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 V~ ~±~. ~~o~um~ _ ~ d~lustm~nfs : -- - ~~v.. _ ~' Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 21 0 0 24 49 Peak-Hour Factor, PHF 0.71 0.71 1.00 1.00 0.88 0.88 Hourly Flow Rate, HFR 0 29 0 0 27 55 Percent Heavy Vehicles 0 - - 0 - - Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LT TR Upstream 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 28 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 41 0 0 Percent Heavy Vehicles 0 D 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 Configuration LR Deia . ~~tieue'l:en ~ . and ,Level ~of ~e'~ce ~~ ~,= - ~ -:;'' ~; _ - - - Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR v (vph) 0 41 C (m) (vph) 1528 924 v/c 0.00 0.04 95% queue length 0.00 0.14 Control Delay 7.4 9.1 LOS A A Approach Delay - - 9.1 Approach LOS - - A HCS2000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4.Ic TWO-WAY STOP CONTROL SUMMARY !G~ner_,al.;infs~t'maton ~ = S,i#e trtforination - Analyst Agency/Co. Date Performed Analysis Time Period TENW 11/19/03 PM Peak Intersection Jurisdiction Analysis Year 1st St Mosman Ave SE & SE 2005 with Project Project Descri tion Ye/m Terra Plat East/Vllest Street: Mosman Ave SE North/South Street: 1st Street SE Intersection Orientation: North-South Stud Period hrs : 0.25 ~~~e.,um~s Arad Atl stm~n~.t`s~ r _,~ Ma'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 13 330 39 12 277 21 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 14 366 43 13 307 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 58 4 25 56 40 133 Peak-Hour Factor, PHF 0.76 p.76 0.76 0.82 0.82 0.82 Hourly Flow Rate, HFR 76 5 32 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 D 1 0 0 1 0 Configuration LTR LTR -_ u - - ,. Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 14 13 113 278 C(m)(vph) 1229 1134 236 457 v/c 0.01 0.01 0.48 0.61 95% queue length 0.03 0.03 2.39 3.96 Control Delay 8.0 8.2 33.5 24.4 LOS A A D C Approach Delay - - 33.5 24.4 Approach LOS - - D C HCS2000TM Copyright ®2000 University of Florida, All Rights Reserved Version 4.1c