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TIA Hassan AM-PM n , LJ II u n U n U u TRAFFIC IMPACT ANAL YSIS for the Yelm ARCO AM/PM Mini Mart n n u II u n LJ II Prepared for Ahmed Hassan u II u II u II U October 16, 1997 II u II , u II Prepared by' u n The TRANSPO Group, Inc. 14335 NE 24th Street, Suite 201 Bellevue, WA 98007-3737 (425) 641-3881 FAX. (425) 747-3688 u n U II LJ II u n u n LJ TABLE OF CONTENTS n ~ , LJ n U INTRODUCTION Project DescIiption. 1 1 n U EXISTING AND FUTURE BASELINE CONDITIONS Roadway Network Planned Transportation Improvements Existing Traffic Volumes Future Traffic Volumes Existing and Future Traffic Operations Traffic Safety Analysis 4 4 4 5 5 8 9 II I U II U 11 LJ PROJECT IMPACTS TIip Generation. TIip DistIibution and Assignment Traffic Volumes .............. Traffic Operations. . ..... . . Site Access . Transit Facilities 10 10 10 11 11 17 19 n U n I LJ RECOMMENDATIONS/MITIGATION 21 n \ U FIGURES u 1 Site Vicinity 2. Site Plan 3 Existing Conditions 4 1998 Without-Project Conditions 5 Project TIip DistIibution. 6 Project TIip Assignment - Site access dIiveways 7 1998 With-Project Traffic Volumes-PM Peak Hour 8 1998 Site Access With-Project Traffic Volumes-Weekday PM Peak Hour 9 Preliminary Sketch-Proposed Left -Turn Lane Improvements .2 3 6 7 12 13 14 15 .20 II , II U II J fl U TABLES n LJ 1. Existing and 1998 Without-Project Level of Service Summary 8 2. Accident Analysis Summary (January 1.1991. to November 30. 1996) 9 3 TIip Generation Summary for 5 Corners ARCO AM/PM 10 4 LOS Summary - Future Conditions. Off-Site Intersections (All 4 ScenaIios) 16 5 Level of Service Summary - Site Access DIiveways ..... ........ ...... 17 6. Queue Length Calculations - Weekday PM Peak Hour 18 n I LJ n U II U n U Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Matt October 16, 1997 n U INTRODUCTION Il LJ n I LJ This report summarizes the results of the traffic impact analysis for the proposed ARCO AM/PM facility located on the southeast corner ofNE Creek Street/Bald Hill RoadjYelm Avenue intersection. This intersection is also known as 5 Corners. The proposed project consists of a gas station as well as a convenience store. The purpose this study is to determine the effect that the proposed project would have on the roadways and intersections in the vicinity of the site. and to recommend any measures that are necessary to mitigate the impacts. The scope of the analysis was coordinated with Yelm city staff. Specifically. the analysis addresses the impacts on the intersections of Mortis Road/Bald Hill Road. NE Creek Street/Bald Hill RoadjYelm Avenue. Vancil Road/Nisqually DIivejYelm Avenue, 103rd Street SEjYelm Avenue, 1st StreetjYelm Avenue. and Solberg StreetjYelm Avenue Ii U n I U n I U Project Description n The proposed ARCO AM/PM facility would be located on the southeast corner of the intersection ofYelm Avenue/Bald Hill Road as shown in Figure 1 The facility would include the construction of an approximate 2.000-square foot (sf) AM/PM convenience store along with 12 fueling positions. Two dIiveways are proposed. one located on Bald Hill Road and the other located on Yelm Avenue. This analysis evaluates four access scenarios that were developed through conversations with City staff. The site plan with the recommended access is shown in Figure 2. i U n LJ n u n LJ n U (' LJ n LJ Ii U n LJ n , \ LJ n LJ :r I ' 97270\M:197\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 1 u o n I U I( u n LJ J n u n J I) J 1 u n , I J Ii U G Ii I LJ n U n U n \ I U (I u n LJ n u " o i /y' iii .....~ 1 TH 5(. :.1 i d '" au fI). 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I fnn "l"CP ';"' ''U .u,.. 97270.00 REV 9122107 M:I97197270\GRAPHIC.PUB PAGE 1 Yelm ARCO AM/PM Figure 1 Site Vicinity The TRANSPO Group, Inc. n , I U n U o 11 J n U \ n J 11 LJ ---- ,-....--..-... ----~----- ~ n I U .: ~';;-~.~. ~:;::~~~~.;,~, --~.~ n l LJ Il U n J n U n U ~ ~~-~ 'l Ii I \ U n U 'l LJ n I U n J 97270 00 REV 9122fJ7 M:197197270IGRAPHIC.PUB PAGE 2 n U Yelm ARea AM/PM Figure 2 Site Plan n J The TRANSPO Group, Inc. n u Traffic Impact Analysis for the Yelm ARCO AM/PM Mini Mafl; October 16, 1997 8 EXISTING AND FUTURE BASELINE CONDITIONS o o Six intersections and several roadway sections were identified in the scoping meeting with the City ofYelm as the project study area. A bIief descIiption of the study area roadways is provided below 11 u Roadway Network n LJ Yebn Avenue (SR 507) is a two-lane roadway through the downtown area ofYelm. In areas that have been recently developed. a center left-turn lane as well as bike lanes have been added. The speed limit enteIingYelm on SR 507 and SR 510 is 35 mph. which slows to 25 mph in town. The proposed AM/PM site is on the east edge of town. where the speed limit is 50 mph. PedestIian sidewalks and crosswalks have been added to the 5 Corners intersection due to the realignment of the intersection as well as frontage improvements for a Chevron facility that is currently under construction. Il U I) I I U Bald Hill Road and NE Creek Street intersect with Yelm Avenue at the proposed AM/PM site. NE Creek Street extends north ofYelm Avenue and is a residential street without sidewalks or curbs. The roadway traffic volumes are light and the posted speed limit is 25 mph. Bald Hill Road is a residential arteIial without sidewalks or curbs. The posted speed limit is 35 mph. I) U J Vancil Road is a residential north/south roadway The roadway is two lanes with unpaved shoulders and it intersects with Yelm Avenue near Nisqually Plaza DIive. The Yelm AvenuejVancil Road intersection has an offset alignment of 10 - 15 feet between Vancil Road and the Nisqually Plaza. However. the intersection is controlled by one traffic signal. The geometIy of the intersection allows for uncontrolled left turns from Yelm Avenue onto Vancil Road. PedestIian walkways are provided on the north side of the intersection at the Nisqually Plaza entrance. :l u o n I U 103rd Street SE is an east/west two lane arterial controlled by a stop sign at Yelm Avenue. The posted speed limit is 35 mph. Due to frontage improvements. sidewalks are provided on portions of 103rd Street. n LJ 1st Street intersects YelmAvenue in downtown Yelm and is a two lane road with on- street parking. 1st Street becomes SR 507 southwest ofYelm Avenue. The northwest leg of the intersection turns from SR 510 to YelmAvenue (SR 507) at this intersection as well. The posted speed limit is 25 mph. n LJ o Solberg Street is a northeast/southeast residential arteIial. This road is two lanes with gravel shoulders. and has a posted speed limit of 25 mph. r: u Planned Transportation Improvements il U At this time, the city ofYelm has two projects listed on their Six-Year Transportation Improvement Program that affect the study area transportation system. The first project includes the addition of a center left-turn lane and sidewalks from Plaza DIive to 5 Corners n U 972701M:197\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 4 n u Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 n U on YelmAvenue. The second project involves improvements on YelmAvenue from 1st Street to Mountain View DIive. This project involves the addition of a center left-turn lane as well as numerous intersection improvements. The intersection of Solberg Street and Yelm Avenue has been identified as a possible signalized intersection in the future. Because neither of these projects have a planned completion date and will most likely not be completed by the 1998 horizon year. the improvements were not included into future intersection analyses. However. it should be noted that both will improve the overall operations of the transportation system with or without the proposed project. above what is shown in this report. Currently WSDOT has no planned improvements scheduled in the vicinity of the proposed site n U n d n U n J In addition to the planned widening ofYelm Avenue East. the realignment of the 5 Corners intersection including signal improvements is currently under construction. The City ofYelm has indicated that the signals at 5 Corners and Vancil Road will be coordinated once the realignment project is completed in late 1997 n , U n , U Existing Traffic Volumes n J Existing weekday PM peak hour turning movements were obtained from manual traffic counts performed by Trafficount Consultants in June 1997 HistoIical data collected within the last two years was also obtained from SCA EngineeIing and calibrated to 1997 traffic volumes using a 4 percent annual growth rate. as necessary The 4 percent growth rate was recommended by City ofYelm staff to represent average background traffic growth that has occurred in the site vicinity Figure 3 shows the existing weekday PM peak hour turning movements at the study intersections. n I U n U Future Traffic Volumes n U (I , LJ The proposed project is scheduled to be completed in late 1998 Based on histoIical traffic volumes and information provided by the City ofYelm. the existing 1997 counts were grown at 4 percent for one year to arIive at the future without-project 1998 traffic yolumes. In addition to the growth of existing traffic, future planned projects were taken into account in the form of pipeline projects. These are projects that will create additional future traffic volumes in the site vicinity when they are completed. (I U n I I LJ Three pipeline projects were included into the future baseline traffic volumes. The estimated site generated traffiG for a Chevron facility currently under construction north of the proposed AM/PM site was obtained from SCA EngineeIing and included in the future baseline traffic volumes. SCA EngineeIing also provided data on a proposed retail center to be located at the intersection ofYelmAvenue and Killion Road. and on Phase III of the Yelm Post Office. located opposite the proposed AM/PM at the 5 Corners intersection. Figure 4 shows the total future baseline traffic volumes including the 4 percent growth rate and the pipeline projects descIibed above. n I U n , LJ n I LJ n LJ 97270IM:\97\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 5 n u n I , U 18 3 1 691 '-.J/V//6 60)' , ~ 13)0~~~ 3 13 24 82 '- 65 778~ ,11 ~6 '701 o n , I U n U J LJ 1 Jll 463 ~ L 4 406~ '- 472 " ,45 . ,~~8 193 3 Ii J n U 103RD Sf SE I) U 558 145 ~101 ,~'-/ 7 77)" ~3 147~ ,,(36 90 ~ ~ ""- 209 173 440 o Il U 623~~ ~ /2 7)" / (190 8~ '- (84 2 ~ ~ "535 n , U n U w VI o 0:: ...J U :z -:( > 6'4(0 ~ {' 1>.0 S '(' w VI Cl 0:: <r> 0:: "'" o :::< 285 113)' 62} /,~147 2 8 n U n U n I LJ r; U 97270.00 REV 9/22/97 M:\97\97270\CAD\GRAPHIC (A) n LJ Yelm ARCO AM/PM Figure 3 Existing Traffic Volumes Weekday PM Peak Hour n I ' U The TRANS PO Group, Inc. n LJ n U n J n LJ Il LJ n J n J f) J n U Il U If J 1) J n U Il U n U n , I U o IJ u n U 20 3 1 830 ~~/6 60)' I.t.. ) ../" 11 14 0~548 3 14 25 @ 103RD Sf SE 0- "0 ~ ~ ~ YfLM AVE ~ ~_,_,_. .~~h~ - ,J~07 JS'.I ~.............. ,./ .............. .....,.-r .:::\(:::..~ SITE til o 0:: ...J Q < > 6>.,1(.., <./ 0);-(.( ..po s(' w Vl o C<: (f) 0:: ~ o :z 314 136)" 82) /,;:--179 2 10 97270.00 REV 9/22/97 1I:\97\97270\CAD\GRAPHIC (E) Yelm ARCO AM/PM Figure 4 1998 Without-Project Traffic Volumes Weekday PM Peak Hour The TRANSPO Group, Inc. (I u Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 n U Existing and Future Traffic Operations Ii J n U A PM peak hour level of service (LOS) analysis was conducted at the study intersections using Traifix software. This program evaluates the LOS based on 1994 Highway Capacity Manual. methodology Level of service is used to evaluate and quantify operating conditions at study intersections. Levels of service range from LOS A. which indicates good operating conditions with little or no delay, to LOS F. which indicates extreme congestion and long vehicle delays. At signalized and unsignalized intersections. level of service is measured in terms of average vehicle delay Table 1 summarizes the estimated study intersection operating conditions with existing traffic volumes and forecasted future traffic volumes. All level of service calculations for this analysis are provided in Appendix A. J n u n U Table 1 Existing and 1998 Without-Project Level of Service Summary Existing (1997) 1998 Without-Project Signalized Intersections LOS1 Delay2 VlC3 LOS Delay Vie Yelrn Avenue/Bald Hill Road SE 8 8.7 0.45 B 13.3 0.53 Yelrn Avenue/Vancil Road B 79 0.68 B 10.1 0.64 Yelrn Avenue/1st Street e 216 074 e 245 083 Unsignalized Intersections Morris Road/Bald Hill Road SE NB Shared left-turn A 3.5 A 3.7 EB Shared left/right-turn B 8.6 e 10.8 Yelrn Avenue/NE 103rd Street S8 Left-turn E 44.2 F >60.0 SB Right-turn B 74 B 9.2 EB Left-turn B 5.6 B 6.6 Solberg Street/Yelrn Avenue EB Left-turn A 3.7 A 44 WB Left-turn B 6.3 B 6.3 NB Shared left/right-turn e 17.3 D 28.5 SB Shared left/right-turn e 179 D 28.4 1 Level of seNice. 2 Delay expressed in seconds per vehicle 3 Volume to capacity ratio. I) LJ n I U n U II U n i U n U n U II U J As shown in Table 1. the northbound and southbound movements at the Solberg Street and Yelm Avenue currently operate at LOS C. In 1998 without the proposed project. these movements are estimated to operate at LOS D The southbound left turn off of 103rd Street onto Yelm Avenue currently operates at LOS E. This will degrade to LOS Fin 1998 without the proposed project. As shown in Figure 4. the southbound left turn has a demand of only 11 vehicles duIing the PM peak hour The LOS F condition is pIimarily a result of the high through volume on Yelm Avenue. All other intersections are operating at LOS C or above. and are expected to continue to operate at satisfactory levels in 1998 n u n U n U 972701M:\97\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 8 n . I U Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 n U Traffic Safety Analysis n J J HistoIical accident data was supplied by WSDOT staff and the City of Yelm for the study intersections. Table 2 below provides a summary of accidents at the study intersections. n LJ Table 2. Accident Analysis Summary (January 1,1991, to November 30, 1996) Number of Accidents Intersection 1991 1992 1993 1994 1995 1996 Annual Average Morris Road SE/Bald Hill Road 4 2 N/A 1 6 Yelm Avenue/Bald Hill Road N/A 3 4 6 2 2 Yelm AvenueNancil Road 2 2 0 4 1 7 Yelm Avenue/NE 103rd Street 1 0 0 0 0 0 0 Yelm Avenue/1st Street 5 3 6 8 .6 4 5.6 Yelm Avenue/Solberg Street 0 0 3 3 3 17 J If LJ f/ J n I LJ n U As shown in Table 2. the study intersections have an annual average of less than two accidents per year, with the exception of the intersection ofYelmAvenue/lst Street. Of the 32 total accidents over the 6 year study peIiod at this intersection. 75 percent were rear-end accidents. The remaining 25 percent were turning accidents. Rear-end accidents are typical at high volume intersections such as Yelm Avenue/1st Street. As noted in the planned improvements section of this report. the City ofYelm has a project to enhance overall capacity and safety along Yelm Avenue in the vicinity and at the intersection of 1 st Street. n LJ n LJ n U n U n LJ n I U fl LJ rr U n U 97270\M:\97\97270IWP\97270R @ The TRANSPO Group, Inc. 1997 Page 9 n ) u Traffic Impact Analysis for the Yelm ARCO AM/PM Mini Mart October 16, 1997 n LJ PROJECT IMPACTS n J n U This section of the traffic analysis identifies project characteIistics for comparison against without-project conditions. The net change in operations defines the project related impacts to the study area. n U Trip Generation l/ J Daily tIip generation characteIistics of the proposed AM/PM gas station/convenience store are based on the ITE Trip Generation Manual. Fifth Edition. PM peak hour tIip generation characteIistics are based on the City ofYelm's Concurrency Ordinance 580 Table 1 in Ordinance 580 identifies a total PM peak hour tIip generation rate of 17 45 tIips per vehicle fueling position for a service station with mini-mart. The Ordinance identifies 40 percent of the total tIips to be considered new tIips to the roadway system. and 60 percent to be considered pass-by tIips. Pass-by tIips represent project related traffic that is already on the roadway network. and would not be con~idered a new tIip Table 3 summarizes the estimated number of tIips generated by the proposed project duIing the PM peak hour and weekday daily conditions. J l) U n I U n J Table 3. Trip Generation Summary for 5 Comers ARCO AMIPM PM Peak Hour Trips Service Station wi Convenience Store' Daily Trips2 In Out Total Total Trips ( 100%) 1,954 105 104 209 Less Pass-by (60%) (1,172) (63) (62) ( 125) Net New Trips (40%) 782 42 42 84 1 Based on City of Yelm - Ordinance 580 2 Based on ITE Trip Generation Manual, Fifth Edition, Land Use 845 n u n U n LJ o As shown in Table 3. the project is anticipated to generate 84 weekday PM peak hour net new tIips and 782 daily net new daily tIips. The remaining 125 PM peak hour and 1,172 daily tIips generated by the project would be categorized as pass-by tIips. Pass-by tIips typically do not impact traffic operations on roadways or intersections outside the immediate site vicinity Rather. off-site roadways and intersections are only impacted by the remaining "new" tIips to the site. n LJ (l I I U Trip Distribution and Assignment n , I U The tIip distIibution for this project was determined by SCA EngineeIing. SCA EngineeIing used the Thurston Regional Planning Council (TRPC) transportation model to arIive at an initial distIibution. The distIibution was then adjusted manually to best represent eXisting and future traffic patterns. n U n U 97270IM:197\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 10 r; u Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 n U The City of Yelm has indicated a need to analyze potential impacts of site access to the adjacent signalized intersection and roadways. Four scenarios were evaluated to determine the best site access configuration for internal and external traffic flow A descIiption of each scenario is provided below' (f (j J . Scenario 1 includes full access at the Bald Hill Road and Yelm Avenue site dIiveways. II I U . Scenario 2 restricts access to Iight-in and Iight-out access only at both site dIiveways. n I U . Scenario 3 allows full access at the Yelm Avenue site dIiveway and Iight-in and Iight-out access at the Bald Hill Road site dIiveway n U . Scenario 4 restIicts left-turn movements out of the site at the Yelm Avenue dIiveway. and left-turn movements into the site at the Bald Hill Road dIiveway Inbound left-turn movements are allowed at the Yelm Avenue dIiveway, and outbound left-turn movements are allowed at the Bald Hill Road dIiveway n U n U In order to analyze the potential project impacts with different access scenarios, four different project tIip assignments were conducted. The distIibution identified by SCA EngineeIing was used in each project tIip assignment. However, assignment of project tIips at the site dIiveway intersections were modified in each case to represent the vaIious site access options. Figure 5 shows the project tIip distIibution to the study area roadway network. and assignment of project tIips to the off-site study intersections. Figure 6 shows the project tIip assignment to the site access intersections and adjacent Yelm Avenue/Bald Hill Road intersection. for each of the four access scenarios. n U n I U Traffic Volumes n U (1 U The project tIip assignments for each scenario were added to the 1998 without-project traffic volumes to estimate with-prOject conditions for each scenario Figure 7 shows the weekday PM peak hour with-project traffic volumes for the off-site study intersections. Figure 8 shows the with-project traffic volumes for the site access intersections and the intersection ofYelm Avenue/Bald Hill Road. It should be noted that the off-site intersection traffic volumes do not vary with each scenario, with the exception ofYelm Avenue/Bald Hill Road, and the site dIiveway turning movements. n U II U Traffic Operations n u A level of service analysis was conducted at the study area intersections to evaluate the with-project operating conditions. Site access 'operations were evaluated as well. and are summarized in the following section. As noted previously. the four site access scenarios do not affect traffic volumes at off-site study intersections. with the exception ofYelm Avenue/Bald Hill Road. Thus, the level of service results at the remaining off-site intersections are identical for each of the four scenarios. II U n LJ n U 97270\M:197\97270IWP\97270R @ The TRANSPO Group, Inc. 1997 Page 11 o I) u n J n LJ J Ir LJ n ; I U 'I u o u o LJ n u n U (I LJ (1 LJ n , I U n u o '21 103RD ST SE ....., '" o 0:: ..J U Z -<( :> ^"'i~ S ~ SITE ~ 8 6>4(0 ~/ .~( .f>O s!' w (/l <=> 0:: (f) 0:: 0< o ::ll: 6 2)' 2/ '6 n 97270.00 REV 9/22/97 U 1I:\97\97270\CAD\GRAPHIC (F) n U n U Yelm AReo AM/PM Figure 5 Project Trip Distribution and Assignment Weekday PM Peak Hour The TRANSPO Group, Inc. ~ u n U SCENARIO 1 n J o --19 ,30 YELM AVE If U n .1 U 11 LJ ~(b ~( -f'b S.{' If U (f , I U IJ Ll SCENA RIO 3 n I U o --22 ,33 YELM AYE (i LJ 1/ U n U n u &'1'(0 '~ (A ,(:) Se- o 97270.00 REV 9/22/97 1I:\97\97270\CAD\GRAPHIC (l) SCENARIO 2 o YELM AVE ~ -36- , ~::f~~~::~~i:!:~:!~~:!:!:!:!:!:!:!:l:!i!:l:lil:l:!:!:!:!:!:!:!:Ilill!:!:! :!:II ":'::::~~:{:i:i:!:il:j::::l:! S ITE !ll!!!!!l!!!!~~i!!!l!!!!!lllll .......... ............................... ".::::::::::::::::::::::::::::::::=:=:=:=:::::::::::::::::::::::::::::::: '.:':::;r~~t~~t~1~~~~~j~j;j;j;m~j~m~~;~;m;;1*1j1j1j ~, ~<'b -Y,o<< .fib ~" --26 ,37 YElM AVE "0< ,............ H_' ....... .. 0.... -25 - ~ :1111l:1:!:::!1:! S IT E :~:~:~:~:~:~:~.::m~:~:~:l 1 <94(-) ~( -?l) Sf' n J Yelm AReo AM/PM Figure 6 Site Access Project Trip Assignment Weekday PM Peak Hour n I I U The TRANS PO Group, Inc. n J n U 20 3 1 851 '-.1/ ~/6 60 ')' ~ ) ~(11 14 0~"569 3 14 25 o n U (I I U n LJ n LJ (1 U n LJ 103RO ST SE n 695 1~ ~ 70 89)' ~5 166~ ,(35 95 2~ ~0"s73 0::: , U n , I U n I U 762 1~ ~ 1 5)' /(200 10~ ,(85 1 'G" "7 "-649 YELM AVE (507:- n I U W'" U> Cl 0:: :::! ~ < ;;:- $4{0 ~t 1>0 Sf' (I LJ fl Ll l,J (/'l C> 0:: <n 0:; C< o :l( 320 138;" 84) 1'~185 2 10 n Ll n i \ U n 97270.00 REV 9/22/97 U 1I:\97\97270\CAD\GRAPHIC (G) n LJ o Yelm ARea AM/PM Figure 7 1998 With-Project Traffic Volumes Weekday PM Peak Hour The TRANSPO Group, Inc. n I U n J n U n J 21 ~ 20 3 'J ll1 ~~~9 52 n U n I U n u n , u n LJ n tJ r] I U n U (l LJ n LJ () I U 'I I U n 97270.00 REV 9/22/97 U 1l:\97\97270\CAD\GRAPHIC (II) (I o Yelm ARea AM/PM f~ LJ SCENARIO 1 -573 ,30 YELM AVE SCENARIO 2 519- o -592 YELM AYE SCENA RIO 4 530- ~(o 1'l., <..( ..po -5(- -566 ,37 YELIA AVE 6'.4/ ',() oS:z( -1'0 Sf' The TRANS PO Group, Inc. 4~w""""""""""""""'w",,:~,,~-, -;d. r 491 ,'-.....A ~ '.,.""":,,,:; " 268"::{ 6''''(0 ~( .fI() Sf' SCENA RIO 3 -570 ,33 YELM AVE 19 I 20 U~8! 'J ~ L22 X-518 52 45, 510~ 42~ 6'1'<'0 ~( 1'0 Sf' Figure 8 1998 Site Access With-Project Traffic Volumes Weekday PM Peak Hour o Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 n LJ Table 4 summarizes the results of the level of service analysis at the off-site study intersections. with the addition of project traffic volumes. The level of service at the Yelm Avenue/Bald Hill Road intersection was evaluated under each of the four scenarios. The level of service shown in Table 4 reflects the recommended scenario. The 1998 without-project levels of service are shown for comparison to identifY potential project impacts. r) LJ o J Table 4. Level of Service Summary - Future Conditions, Off-Site Intersections (All 4 Scenarios) 1998 Without-Project 1998 With-Project (All scenarios) Delay2 V/C3 LOS Delay V/C 13.3 0.53 B 14.3 057 10.1 0.64 B 10.1 0.65 24 5 0.83 C 24 9 0.85 Signalized Intersections Yelrn Avenue/Bald Hill Road SE4 Yelrn AvenueNancil Road Yelrn Avenue/1st Street LOS' n J B B C n I U Unsignalized Intersections Morris Road/Bald Hill Road SE NB Shared left-turn A 3.7 A 3.7 EB Shared lefVright-turn C 10.8 C 11.2 Yelrn Avenue/NE 103rd Street SB Left-turn F >60.0 F >600 SB Right-turn B 9.2 B 95 EB Left-turn B 6.6 B 6.8 Solberg Street/SR510 EB Left-turn A 44 A 45 WB Left-turn B 6.3 B 6.5 NB Shared left/right-turn D 28.5 E 317 SB Shared left/right-turn D 28.4 E 30.8 1 Level of service. 2 Delay expressed in seconds per vehicle. 3 Volume to capacity ratio. 4 Reflects worst case scenario - Scenario 4. " I U n LJ (I J n I LJ n U n , U (J i ) U As shown in Table 4. the addition of project traffic is expected to degrade operations from LOS D to LOS E for left-turns onto Solberg Street. which is considered acceptable by nationally recognized and WSDOT standards for a minor street left-turn. It should be noted that the average vehicle delay for the left-turn movements are near the threshold to tIigger a LOS E condition. without the proposed project. Project traffic volumes increase delay on these movements up to 3.2 seconds. Future improvements along Yelm Avenue as well as possible signalization at the intersection will improve overall operations in the vicinity of and at the intersection. Operations at the other study intersections were not affected by the addition of project traffic. r: U o n U It should be noted that the southbound left-turn from NE 103rd Street would continue to operate at LOS F for the with-project conditions. Project traffic is not anticipated to affect this movement; thus. the LOS F condition is a result of background traffic volumes. The minor street demand from NE 103rd Street is not high enough to w~ant signalization or restIiction of left-turns, which would mitigate the LOS F condition. n U o 97270IM:197\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 16 n LJ Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 I} , I U Site Access nl U The operating conditions at the site access dIiveway intersections were evaluated under each access scenario Table 5 summarizes the results of the level of service analysis. ~ LJ Table 5. Level of Service Summary - Site Access Driveways Scenario 1 Scenario 2 Scenario 3 Scenario 4 fl U Access Driveway LOS' Delaf LOS Delay LOS Delay LOS Delay Yelrn Avenue/Site Driveway NB Left-turn D 271 D 291 NB Right-turn B 5.6 B 60 B 57 B 5.7 WB Left-turn A 44 A 45 A 45 Bald Hill Road/Site Driveway SB Left-turn A 2.9 WB Left-turn C 10.6 B 9.8 WB Right-turn A 3.6 A 3.7 A 3.7 A 3.8 1 Level of Service. 2 Delay expressed in seconds per vehicle. n LJ n U n \ I U n u n U The results of the level of service analysis for each access scenario are summarized below' n i U . Scenario 1. As indicated in Table 5. all movements at the site access dIiveway intersections operate at LOS D or above under the full access. . Scenario 2. All allowed movements in are expected to operate at LOS B or above. however. access to and from the site is significantly impeded by the turning restIictions. Inbound vehicles from SR 507 east of the site cannot access the site when left-turn movements are restIicted at both dIiveways. Similarly. outbound vehicles cannot access Bald Hill Road sou th of the site if left -turn movements are restIicted at both dIiveways. . Scenario 3. With left-turn restIictions at the Bald Hill Road dIiveway, access to and from the site is maintained to all areas surrounding the site. and all movements are expected to operate at LOS D or above. Vehicles attempting to complete an outbound left-turn movement at the Yelm Avenue dIiveway would expeIience the greatest delay and congestion. due to the background traffic volumes on Yelm Avenue. (I L (' I \ U I' G n I LJ n U . Scenario 4. Provides access to all areas surrounding the site and with the least impact to the adjacent roadway system. As shown in Table 5. all movements at the site access dIiveways are anticipated to operate at LOS B or above under Scenario 4. Based on the results of the level of service analysis, review of site circulation, and travel patterns in the vicinity of the site, it is recommended that access Scenario 4 be implemented to the site. Access Scenario 4 provides the site with reasonable access and minimizes the amount of conflict and delay at the site dIiveways and adjacent intersection. n U n \ LJ (l U 97270IM:197\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 17 Ii u Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 J J The other access Scenario 1. 2. and 3 will likely result in more circulation travel in and around the site when compared to Scenario 4 Scenario 4 provides a balance between site access needs and roadway operating conditions. u Queuzng Analysis J A queuing analysis was conducted to determine the possible queue lengths on approaches at or near the site access dIiveways. ~ The analysis determined if vehicle queuing would impede the operating conditions of any of the site dIiveways. The methodology used to calculate queues as a result of the Yelm Avenue/Bald Hill Road intersection are consistent with those outlined in the Transportation and Tra.ffic Engineering Handbook. Second Edition. The analysis calculates queue length by individual approach and is based on the ratio of allocated green time to cycle length. and the number of vehicles per lane on approach. Queue lengths were calculated for the east and south approaches of the Yelm Avenue/Bald Hill Road intersection under the access scenaIio providing the highest possible approach volumes. As shown in Figure 8. with-project traffic volumes on Yelm Avenue and Bald Hill Road adjacent to the site vary with each access Scenario. The highest possible approach volumes were used to provide the worst case evaluation of vehicle queue lengths. n J n J n U n U The results of the YelmAvenue/Bald Hill Road intersection queuing analysis conducted for the weekday PM peak hour. are presented in Table 6 The queuing analysis calculations are provided in Appendix B. Two values of queue length were calculated. the average queue length and the 95 percentile queue length. The average value is a good measure of the typical queue length. whereas the 95 percentile queue length represents the queue length that occurs only 5 percent of all signal cycles. (1\ U n U Table 6. Queue Length Calculations - Weekday PM Peak Hour Lane glC Average Average Queue 95% 95% Queue Signalized Intersection Flow Rate1 Rati02 Queue (veh) Length (ft) Queue (veh) Length (ft)3 Bald Hill RoadlYelrn Avenue WB Left Tum 57 0.54 1 20 3 60 WB Thru 592 0.55 8 160 13 260 NB Thru-Right 40 0.30 1 20 3 60 NB Left Turn 310 0.14 8 160 13 260 1 Lane Flow Rate in terms of vehicles/hour 2 glC Ratio = Green time to cycle length ratio 3 Based on a poisons arrival distribution (I U n u o n I ' LJ o As Table 6 indicates. the maximum queue that can be expected in the westbound direction on Yelm Avenue is 260 ft in the through lane. The centerline of the site access is located approximately 210 feet from the through-lane stop bar On Bald Hill Road. the maximum queue that can be expected is 260 ft in the left-turn lane. The site access will be located approximately 210 ft from the left-turn lane stop bar While the 95th percentile queue may block the dIiveway between cycles, the average queue is only expected to be 160 ft. These queues will dissipate between cycles and allow for access to the site. o n U o U 97270\M:\97\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 18 n U Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 n d 'I u Methodologies consistent with the 1994 Highway Capacity Manual were used to calculate the potential queue lengths on Yelm Avenue and Bald Hill Road, at the approaches to the site access dIiveway intersections. Queue lengths were calculated for the westbound left-turn movement on Yelm Avenue and the southbound left-turn movement on Bald Hill Road. for scenallOS allowing these movements at the site access dIiveway intersections. Based on with-project traffic volumes for Scenarios 1, 3, and 4. a maximum left-turn queue of one vehicle is expected to occur on Bald Hill Road and Yelm Avenue duIing the PM peak hour Thus. inbound left-turn access at the site access dIiveways would not significantly impact adjacent roadway operations. J n LJ " J DesIgn ConSIderations n As shown in the queuing analysis. a maximum queue of one vehicle is expected to occur on YelmAvenue under any of the Scenarios allowing inbound left-turn movements. A left-turn lane warrant analysis was conducted using methodologies outlined in the WSDOT Design Manual, 1994 Edition. The left-turn warrant evaluation is provided in detail in Appendix C. For Scenallo 4. which allows inbound left-turn movements on YelmAvenue. a left-turn storage length of 100 ft is recommended with a 110 ft taper section from the two lane section on Yelm Avenue east of the project site to the left-turn storage lane. To construct the left-turn taper and storage lane to WSDOT standards. an approximate 210 ft section ofYelm Avenue east of the project site would require a width of 24 ft (2-12 foot lanes) A sketch showing recommended improvements to Yelm Avenue is shown in Figure 9 The construction cost. excluding Iight-of-way (if necessary). utility relocation, and engineeIing fees. to extend the left-turn lane is estimated at approximately $20,000 n U n LJ 'l i U u n LJ Transit Facilities " (' LJ Intercity Transit operates two routes in the vicinity of the project. Routes 92 and 94 travel on Yelm Avenue in both directions. Both routes provide service west of the project site, with one-hour headways. This project is not expected to adversely impact overall transit operations. I U n I U n u n U n u (I LJ ~ U 97270IM:197\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 19 s \ \ "\ J n U I I \ \ \ , , I \ , \ \ , \ n U (I u r U r , u (I \ I U n U n iJ \\ l U n U 1\ ~ <> .$ ~ ~ o ~ ~ a: to- ~ to- r~ \fr b It ,. \ ~ C (\) e (\) .,. o t.- {)~ .... - (\) (\)(\)::J O>~~~ (\) .,.. J ~ :;~C 0) '" t.- ~ ._ .S ::J ,5: u.. e to- (\) ~l,.>- (\)- t.-(\) a-J -0 (\) f/) o 0- o t.- o. t b. ~ a' ~ ...3 \~ I '3~ \ .)~\ rr \ \ \ \ , \ \ \ ~\ ~ \ , \ \ '3 Q \"l ," \ I I , I . I . I t ~ t I I I I I I I I ':I 0. - :I .. g <..> 5'0 '(;;~ ~~ _<;2 .... <..> "C:!:& ""~ g'D> 01:::' ~~ ....:ll e~ "'G)' ~ r n LJ Traffic Impact Analysis for the Yelm ARGO AM/PM Mini Mart October 16, 1997 'I LJ RECOMMENDA TIONSIMITIGA TION fl LJ u The operational analysis of the project study area evaluated six key study intersections. Five of the six study intersections are expected to operate at the same level of service. with or without the addition of project traffic. The operating conditions at Solberg StreetjYelmAvenue are expected to fall from LOS D to LOS E as a result of project traffic volumes. The proposed project contIibutes through traffic volumes on Yelm Avenue. which increases vehicle delay by 3.2 seconds and tIiggers the LOS E condition for opposing left-turn movements. However. the City has indicated that future improvements along Yelm Avenue and possible signalization of this intersection would be warranted as a result of background traffic growth. These improvements could improve operating conditions to meet. or even exceed, existing operating conditions. n I n u n J 'I J Implementing the site access configuration of Scenallo 4 would minimize impacts on adjacent roadways and intersections. RestIicting inbound left-turn movements from Bald Hill Road and outbound left-turn movements onto Yelm Avenue. would decrease the impacts on the adjacent intersection. while still allowing for adequate traffic flow through the site. The frontage and left-turn lane improvements on Yelm Avenue descIibed in the Design Considerations section are recommended to be constructed by the developer Ii Li n In compliance with the City ofYelm's Impact Fee System. the proposed project must contIibute $750 per new PM peak hour tIip Based on the estimated 84 new tIips associated with the proposed ARCO AM/PM. the developer would be responsible for approximately $63.000 It is proposed that cost associated with the left-turn lane improvements on Yelm Avenue be credited against the impact fees. to result in an overall mitigation contIibution of $43.000 The developer's contIibution in impact fees supports City ofYelm improvement projects. included in their Six-Year TIP n LJ n LJ L.J n LJ n LJ n u n u n LJ n u n LJ n u 97270\M:197\97270IWPI97270R @ The TRANSPO Group, Inc. 1997 Page 21 c c o c c c o o c c c Appendix A Level of Service Calculations r' l.J c c c c o c o o o o o o o o o o c c c c c c c o c o Existing CondItions (1997) CJ CJ c=J CJ LJ LJ LJ ~ LJ LJ LJ n C--=:J CJ CJ c=J c:--:J"- c-J c--J EXISTO IN Wed Jul 9, 1997 11 05 47 Page 1-1 -------------------------------------------------------------------------------- EXISTO IN Wed Jul 9, 1997 11 05 48 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report -------------------------------------------------------------------------------- Link Volume Report Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 Bald Hill Road/ Morris Road Base 8 147 0 0 285 113 62 0 2 0 0 0 617 .1 Bald Hill Road/ Morris Road Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 155 287 442 398 209 607 64 121 185 0 0 0 1234 Total 8 147 0 0 285 113 62 0 2 0 0 0 617 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 155 287 442 398 209 607 64 121 185 0 0 0 1234 #2 Bald Hill Rd/Creek st/Yelm Avenue Base 193 3 28 9 1 4 4 463 406 45 472 4 1632 .2 Bald Hill Rd/Creek st/Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 224 452 676 14 11 25 873 669 1542 521 500 1021 3264 Total 193 3 28 9 1 4 4 463 406 45 472 4 1632 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 224 452 676 14 11 25 873 669 1542 521 500 1021 3264 #3 Vancil Road/Yelm Avenue Base 8 2 9 190 2 64 119 623 7 0 535 84 1643 .3 Vancil Road/Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 19 9 28 256 205 461 749 607 1356 619 822 1441 3286 Total 8 2 9 190 2 64 119 623 7 0 535 84 1643 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 19 9 28 256 205 461 749 607 1356 619 822 1441 3286 #4 NE 103rd ST / Yelm Avenue Base 0 0 0 11 0 65 82 778 0 0 701 6 1643 .4 NE 103rd ST / Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 76 88 164 860 766 1626 707 789 1496 3286 Total 0 0 0 11 0 65 82 778 0 0 701 6 1643 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 76 88 164 860 766 1626 707 789 1496 3286 #5 1st ST / Ye1m Avenue Base 147 90 209 63 67 101 145 558 77 173 440 36 2106 .5 1st ST / Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 446 317 763 231 271 502 780 688 1468 649 830 1479 4212 Total 147 90 209 63 67 101 145 558 77 173 440 36 2106 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 446 317 763 231 271 502 780 688 1468 649 830 1479 4212 #6 Solberg ST / Yelm Avenue Base 13 3 13 6 1 3 18 691 60 24 419 10 1261 t6 Solberg ST / Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 29 85 114 10 31 41 769 435 1204 453 710 1163 2522 Total 13 3 13 6 1 3 18 691 60 24 419 10 1261 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 29 85 114 10 31 41 769 435 1204 453 710 1163 2522 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANSPO Group, Inc. Traffix 6 8 0710 (cl 1996 Dowling Assoc Licensed to TRANSPO Group, Be1levue Page 1 CJ LJ LJ c=J.;, c=:J C"J LJ LJ LJ EXISTO IN Wed Jul 9, 1997 11 05 48 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Bald Hill Road/ Morris Road B 1 3 0 000 B 1 3 0 000 + 0 000 V/C 2 Bald Hill Rd/Creek st/Yelm Ave B 8 7 0 447 B 8 7 0 447 + 0 000 D/V # 3 Vancil Road/Yelm Avenue B 7 9 0 680 B 7 9 0 680 + 0 000 D/V # 4 NE 103rd ST / Yelm Avenue E 1 0 0 000 E 1 0 0 000 + 0 000 V/C # 51st ST / Yelm Avenue C 21 6 0 743 C 21 6 0 743 + 0 000 D/V # 6 Solberg ST / Yelm Avenue C o 9 0 000 C o 9 0 000 + 0 000 V/C Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group, Inc. L:J CJ c-J c::-J LJ LJ EXISTO IN Wed Jul 9, 1997 11 05 48 -------------------------------------------------------------------------------- Page 4-1 c-::J c-:J c:=J c:J " \ , -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ***......**.***........................***.................................**... Intersection #1 Bald Hill Road/ Morris Road .**....................**.......*****.*****.....**.***....*********..***........ Average Delay (sec/veh) 1 3 Worst Case Level Of Service B ****.*........***...*..........................*................................ Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include InclUde Lanes 0 1 0 0 0 0 0 0 1 0 0 0 11 0 0 0 0 11 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 8 147 0 0 285 113 62 0 2 0 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 8 147 0 0 285 113 62 0 2 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 0 89 0 89 0 89 0 67 0 67 0 67 1 00 1 00 1 00 PHF Volume 8 155 0 0 320 127 93 0 3 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 8 155 0 0 320 127 93 0 3 0 0 0 ---~--------I---------------I 1---------------1 1---------------1 1---------------1. Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx =xx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx =xx Adj Vol 9 155 0 0 320 127 102 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time 2 1 =xx xxxxx xxxxx xxxx xxxxx 3 4 =xx 2 6 xxxxx xxxx xxxxx Cri ti cal Gp 5 0 XXX><. xxxxx XXXXX xxxx XXXXX 6 5 =xx 5 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 447 =xx xxxxx =xx xxxx xxxxx 547 =xx 384 XXX><. XXX><. xxxxx Potent Cap 1050 =xx xxxxx xxxx xxxx xxxxx 511 =xx 885 =xx XXX><. xxxxx Adj Cap 1 00 =xx xxxxx =xx xxxx xxxxx 0 99 =xx 1 00 xxxx XXX><. xxxxx Move Cap 1050 x><xx ><xxxx =xx ><xxx xxxxx 506 xxxx 885 xxxx XXX><. xxxxx ------------,---------------11---------------11---------------11-----------____1 Level Of Service Module Stopped Del 3 5 xxxx ><xxxx xxxxx x><xx xxxxx LOS by Move A . Movement LT - LTR Shared Cap xxxx =xx Shrd StpDel xxxxx xxxx Shared LOS ApproachDel - RT LT - LTR - RT LT _ xxxxx =xx xxxx xxxxx =xx xxxxx xxxxx ><XXX xxxxx xxxxx o 2 o 0 8 7 =xx 4 1 xxxxx xxxx xxxxx . . . LTR 513 8 6 B 8 6 - RT xxxxx xxxxx LT - LTR - RT XXX><. =xx xxxxx xxxxx xxxx xxxxx . o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 2 c=J CJ c:::J EXISTO IN c:=J c-J LJ c-J c:J c=J -------------------------------------------------------------------------------- Page 5-1 Wed Jul 9, 1997 11 05 48 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) **************.**********.***.*.*****************..************.**************** Intersection #1 Bald Hill Road/ Morris Road ...**..******.**.***..........***...............**..........**********......**** Average Delay (sec/veh) 1 3 Worst Case Level Of Service B .*......*.....*******.....**................**....*******.......******..*....*** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 I! 0 0 0 0 I! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 8 147 Growth Adj 1 00 1 00 1 Initial Bse 8 147 Added Vol 0 0, PasserByVo1 0 0 Initial Fut 8 147 User Adj 1 00 1 00 1 PHF Adj 0 95 0 95 0 PHF Volume 8 155 Reduct Vol 0 0 Final Vol 8 155 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx XXX)( Adj Vol 9 155 Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx XXX)( xxxxx 3 4 XXX)( 2 6 xxxxx XXX)( xxxxx Cri tical Gp 5 0 xxxx xxxxx xxxxx XXX)( xxxxx 6 5 XXX)( 5 5 xxxxx XXX)( xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 447 xxxx xxxxx XXX)( xxxx xxxxx 547 XXX)( 384 XXX)( xxxx xxxxx Potent Cap 1050 xxxx xxxxx xxxx xxxx xxxxx 511 XXX)( 885 XXX)( xxxx xxxxx Adj Cap 1 00 xxxx xxxxx XXX)( XXX)( xxxxx 0 99 XXX)( 1 00 XXX)( xxxx xxxxx Move Cap 1050 xxxx xxxxx xxxx XXX)( xxxxx 506 XXX)( 885 XXX)( xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 5 xxxx xxxxx xxxxx XXX)( xxxx)( LOS by Move A . Movement LT - LTR Shared Cap xxxx xxxx Shrd StpDel xxxxx xxxx Shared LOS * · ApproachDel 0 2 - RT xxxxx xxxxx . o 00 o o o o 00 95 o o o o 1 00 o o o o 1 00 o 89 o o o 285 1 00 285 o o 285 1 00 o 89 320 o 320 113 1 00 113 o o 113 1 00 o 89 127 o 127 62 0 1 00 1 00 62 0 o 0 o 0 62 0 1 00 1 00 o 67 0 67 93 0 o 0 93 0 2 1 00 2 o o 2 1 00 o 67 3 o 3 o 1 00 o o o o 1 00 1 00 o o o o 1 00 o o o o 00 00 o o o o 1 00 o o o o 00 00 o o o XXX)( xxxx XXX)( XXX)( 1 10 1 10 1 10 XXX)( xxxx XXX)( XXX)( o 0 4 1 LT - LTR xxxx xxxx xxxxx xxxx . * 0% xxxxx xxxx xxxxx - RT xxxxx xxxxx o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue o 0% xxxx XXX)( xxxx XXX)( 10 1 00 1 00 xxxx XXX)( xxxx XXX)( o 320 127 The TRANS PO Group, Inc, LT - LTR XXX)( XXX)( xxxxx XXX>< * . - RT xxxxx xxxxx o 0 0% XXX)( XXX)( XXX)( XXX)( 10 1 10 1 10 XXX)( XXX)( XXX)( XXX)( 102 0 8 7 xxxx LT - XXX>< xxxxx . LTR - RT 513 ><><XXX 8 6 ><><XXX B · 8 6 o CJ CJ LJ c-J c=J~!,\ ~ I C~ ~ ~ LJ EXISTO IN Wed Ju1 9, 1997 11 05 48 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ********************************************************.*********.*.*..***...*. Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ..**.***...**..........****.****..**.*******.***...***.***.****..**..........*** Cycle (sec) 100 Critical Vol/Cap (X) 0 447 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 8 7 Optimal Cycle 18 Level Of Service B .............**.***.................****............**....................**.... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 193 3 28 9 1 4 4 463 406 45 472 4 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 193 3 28 9 1 4 4 463 406 45 472 4 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 208 3 30 18 2 8 5 526 461 49 519 4 Reduc t Vo 1 Ci 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 208 3 30 18 2 8 5 526 461 49 519 4 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 208 3 30 18 2 8 5 526 461 49 519 4 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 86 0 86 0 95 0 88 0 88 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 09 0 91 1 00 0 20 0 80 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 149 1485 1805 334 1338 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module VOl/Sat 0 12 0 02 0 02 0 01 0 01 0 01 0 00 0 28 0 29 0 03 0 27 0 00 Crit Moves .... **** **** ____ Green/Cycle 0 26 0 18 0 18 0 09 0 01 0 01 0 01 0 64 0 64 0 06 0 69 0 69 Volume/Cap 0 45 0 11 0 11 0 11 0 45 0 45 0 39 0 43 0 45 0 45 0 39 0 00 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Uniform Del 23 7 26 0 26 0 31 8 37 2 37 2 37 6 6 9 7 0 34 5 5 0 3 6 IncremntDel 0 5 0 0 0 0 0 0 8 2 8 2 8 8 0 2 0 2 1 9 0 1 0 0 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 Delay/Veh 20 6 22 1 22 1 27 1 39 9 39 9 40 7 6 0 6 1 31 2 4 3 3 1 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 20 6 22 1 22 1 27 1 39 9 39 9 40 7 6 0 6 1 31 2 4 3 3 1 Queue 5 0 1 0 0 0 0 7 7 1 6 0 .............***.*****........**.**..****.*****.........******.*.*....*.*.****** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 3 CJ c-J c=J c:-:J CJ CJ c:-J c:=J.. CJ EXISTO IN Wed Ju1 9, 1997 11 05 48 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ***************.**********************.*************.*************************** Intersection #2 Bald Hill Rd/Creek st/Ye1m Avenue *************************.......****.******.*.****.***.*.*.************.******** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1.1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No ~s ftpfflr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and flIt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 XXX)( XXX)( 2 xxxx xxxx 2 f ( 1 t) Case 1 xxxx xxxx 1 XXX)( XXX)( 1 XXX)( xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00. 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXX)( XXX)( 1 00 xxxx xxxx 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXX)( XXX)( 1 00 xxxx xxxx 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 86 0 86 xxxx 0 88 0 88 XXX)( XXX)( 0 85 xxxx =xx 0 85, LT Adj 0 95 XXX)( xxxxx 0 95 xxxx xxxxx 0 95 XXX)( xxxxx 0 95 =xx xxxxx HCM Sat Adj 0 95 0 86 0 86 0 95 0 88 0 88 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 86 0 86 0 95 0 88 0 88 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******...***..**.*************************************************************** Traffix 6 8 0710 Ic) 1996 Dowling Assoc Licensed to TRANSPO Group. Be1levue The TRANS PO Group, Inc. c=J CJ c-J c=:J c=J CJ CJ c:J ..~) / CJ c-J EXISTO IN Wed Ju1 9, 1997 11 05 48 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ***************************.**********.****************.*.*.*.*******....*....** Intersection #2 Bald Hill Rd/Creek st/Ye1m Avenue ......*......***.****...***..**....**.******.*.**.....*************...*.*....... Cycle (sec) 100 Critical Vol/Cap (X) 0 447 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 8 7 Optimal Cycle 18 Level Of Service B *.**..*......*****.............*....**..*....*.**.*.*..*..**.............***..** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include InclUde Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 193 3 28 9 1 4 4 463 406 45 472 4 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 193 3 28 9 1 4 4 463 406 45 472 4 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVo1 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 193 3 28 9 1 4 4 463 406 45 472 4 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00' PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 208 3 30 18 2 8 5 526 461 49 519 4 Reduct Vol 0 0 O. 0 0 0 0 0 0 0 0 0 Reduced Vol 208 3 30 18 2 8 5 526 461 49 519 4 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 208 3 30 18 2 8 5 526 461 49 519 4 ------------1---------------1 1---------------1 1---------------1 I-------------~-I Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 86 0 86 0 95 0 88 0 88 0 95 100 0 85 0 95 1 00 0 85 Lanes 1 00 0 09 0 91 1 00 0 20 0 80 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 149 1485 1805 334 1338 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 12 0 02 0 02 0 01 0 01 0 01 0 00 0 28 0 29 0 03 0 27 0 00 Crit Moves .... .*.. **** ***. Green/Cycle 0 26 0 18 0 18 0 09 0 01 0 01 0 01 0 64 0 64 0 06 0 69 0 69 Volume/Cap 0 45 0 11 0 11 0 11 0 45 0 45 0 39 0 43 0 45 0 45 0 39 0 00 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module Uniform Del 23 7 26 0 26 0 31 -8 37 2 37 2 37 6 6 9 7 0 34 5 5 0 3 6 IncrernntDe1 0 5 0 0 0 0 0 0 8 2 8 2 8 8 0 2 0 2 1 9 0 1 0 0 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 De1ay/Veh 20 6 22 1 22 1 27 1 39 9 39 9 40 7 6 0 6 1 31 2 4 3 3 1 User De1Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDe1/Veh 20 6 22 1 22 1 27 1 39 9 39 9 40 7 6 0 6 1 31 2 4 3 3 1 Queue 5 0 1 0 0 0 0 7 7 1 6 0 ************************************************************************.**.*.*. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 4 CJ CJ CJ c:J CJ c-J c-J C:=J c=J EXISTO IN Wed Jul 9, 1997 11 05 48 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative *********************************************.*********************.******.***** Intersection i2 Bald Hill Rd/Creek st/Yelm Avenue *********************.*.***...*****....*.**********...**......***...........**.. Approach North Bound South Bound East Bound West Bound Movement L -T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R iLnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------11-------________11________h_____II_______________1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case ><XXX 5 5 ><XXX 5 5 ><XXX ><XXX 2 ><XXX ><XXX 2 f (1 t) Case 1 ><XXX ><XXX 1 ><XXX ><XXX 1 ><XXX ><XXX 1 ><XXX xxxx ------------1---------------11-----__________11__________-----11---------------1 HeM Ops Saturation Adj Module Ln wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj ><XXX 1 00 1 00 ><XXX 1 00 1 00 xXxx ><XXX 1 00 ><XXX ><XXX 1 00 Bus Stp Adj ><XXX 1 00 1 00 ><XXX 1 00 1 00 ><XXX ><XXX 1 00 ><XXX ><XXX 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj ><XXX 0 86 0 86 ><XXX 0 88 0 88 ><XXX ><XXX 0 85 ><XXX ><XXX 0 85 LT Adj 0 95 ><XXX xxxxx 0 95 ><XXX xxxxx 0 95 ><XXX xxxxx 0 95 ><XXX xxxxx HCM Sat Adj 0 95 0 86 0 86 0 95 0 88 0 88 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 86 0 86 0 95 0 88 0 88 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ..************....*********.*****......*..****.*.........****.***..*****...***.* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group, Inc, CJ L~ CJ c:::J c=J c:J c=J ___~c=J c=J c=J EXISTO IN Wed Jul 9, 1997 11 05 48 Page 10-1 -------------------------------------------------------------------------------- ---------------------------------------------------.---------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) *........_****.....***..**..***.._-_..._..***--_......_.**_..*._.........._..... Intersection i3 Vancil Road/Yelm Avenue ..............-..-.......-*.---..--....----*-..-.-........._*...*_...__........* Cycle (sec) 50 Critical Vol/Cap (X) 0 680 Loss Time (sec) 3 (Y+R = 9 sec) Average Delay (sec/veh) 7 9 Optimal Cycle 50 Level Of Service B ..*...._............_..........._....**._..*...*-..*.*....*-..*....*..._.**-*._. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 I! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module 8ase Vol 8 2 9 190 2 64 119 623 7 0 535 84 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 8 2 9 190 2 64 119 623 7 0 535 84 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1,,00 1 00 PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 PHF Volume 12 3 13 224 2 75 135 708 8 0 622 98 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 12 3 13 224 2 75 135 708 8 0 622 98 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 12 3 13 224 2 75 135 708 8 0 622 98 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 56 0 56 0 56 0 81 0 81 0 72 0 84 0 88 0 88 0 86 0 86 0 73 Lanes 0 43 0 11 0 46 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 456 114 494 1521 14 1373 1588 1653 19 0 1634 1389 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module Vol/Sat 0 03 0 03 0 03 0 15 0 15 0 05 0 08 0 43 0 43 0 00 0 38 0 07 Crit Moves *..* .... .... ...* Green/Cycle 0 04 0 04 0 04 0 22 0 22 0 22 0 12 0 68 0 68 0 00 0 56 0 56 Volume/Cap 0 68 0 68 0 68 0 68 0 68 0 25 0 68 0 63 0 63 0 00 0 68 0 13 ------------1---------------1 1---------------1 1---------------, 1---------------1 Level Of Service Module Uniform Del 18 0 18 0 18 0 13 7 13 7 12 3 15 9 3 3 3 3 0 0 5 9 4 0 IncrernntDel 22 9 22 9 22 9 3 8 3 8 0 1 6 1 0 8 0 8 0 0 1 4 0 0 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 De1ay/Veh 38 2 38 2 38 2 15 4 15 4 10 6 19 6 3 6 3 6 0 0 6 5 3 4 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 38 2 38 2 38 2 15 4 15 4 10 6 19 6 3 6 3 6 0 0 6 5 3 4 Queue 0 0 0 3 0 1 2 6 0 0 7 1 ..***..---*---.-.-..-..-.-.....*-...*............-......-.........."....-.-..-... Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 5 CJ CJ LJ CJ CJ C-:J c-J c-J CJ EXISTO IN Wed Jul 9, 1997 11 05 48 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative *********************************..********************************************* Intersection 13 Vancil Road/Yelm Avenue .**r***.****........**********........****************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT ><XXX T R iLnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 I--------h-- _h 11------_________1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case 7 7 7 ><XXX ><XXX 2 xxxx 5 5 ><XXX xxxx 2 f(lt) Case 4 4 4 4 4 xxxx 1 xxxx ><XXX ><XXX XXX){ ><XXX ------------1---------------1 1---------------1 I---h------ ---- 11_______________1 HCM Ops Saturation Adj Module Ln wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ><XXX 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX){ 1 00 1 00 Parking Adj 1 00 1 00 1 00 ><XXX xxxx 1 00 xxxx 1 00 1 00 ><XXX ><XXX 1 00 Bus Stp Adj 1 00 1 00 1 00 XXX){ xxxx 1 00 xxxx 1 00 1 00 ><XXX XXX){ 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ><XXX 1 00 1 00 RT Adj 0 84 0 84 0 84 xxxx xxxx 0 85 xxxx 1 00 1 00 xxxx XXX){ 0 85 LT Adj 0 98 0 98 0 98 0 95 0 95 xxxxx 0 95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj 0 82 0 82 0 82 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 56 0 56 0 56 0 81 '0 81 0 72 0 84 0 88 0 88 0 86 0 86 0 73 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 ...***...**********.***.***************.****.....*.............................. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue The TRANS PO Group, Inc. CJ c-:J c-J c:J CJ CJ -c=J CJ C--.:J CJ EXISTO IN Wed Jul 9, 1997 11 05 48 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ......._..***....................*.*.***....._*...*............................. Intersection #3 Vancil Road/Yelm Avenue -....-.....-*-..-.--................................-....-........-.-........... Cycle (sec) 50 Critical Vol/Cap (X) 0 680 Loss Time (sec) 3 (Y+R = 9 sec) Average Delay (sec/veh) 7 9 Optimal Cycle 50 Level Of Service B .....-....-..........-................................-..........-.............. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------11---------------11---------------11---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 8 2 9 190 2 64 119 623 7 0 535 84 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 8 2 9 190 2 64 119 623 7 0 535 84 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 8 2 9 190 2 64 119 623 7 0 535 84 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00' PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86' PHF Volume 12 3 13 224 2 75 135 708 8 0 622 98' Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 12 3 13 224 2 75 135 708 8 0 622 98 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 12 3 13 224 2 75 135 708 8 0 622 98 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 56 0 56 0 56 0 81 0 81 0 72 0 84 0 88 0 88 0 86 0 86 0 73 Lanes 0 43 0 11 0 46 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 456 114 494 1521 14 1373 1588 1653 19 0 1634 1389 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 03 0 03 0 03 0 15 0 15 0 05 0 08 0 43 0 43 0 00 0 38 0 07 Crit Moves .... .... .'It.. .... Green/Cycle 0 04 0 04 0 04 0 22 0 22 0 22 0 12 0 68 0 68 0 00 0 56 0 56 Volume/Cap 0 68 0 68 0 68 0 68 0 68 0 25 0 68 0 63 0 63 0 00 0 68 0 13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Uniform Del 18 0 18 0 18 0 13 7 13 7 12 3 15 9 3 3 3 3 0 0 5 9 4 0 IncrernntDel 22 9 22 9 22 9 3 8 3 8 0,_1 6 1 0 8 0 8 0 0 1 4 0 0 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 Delay/Veh 38 2 38 2 38 2 15 4 15 4 10 6 19 6 3 6 3 6 0 0 6 5 3 4 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDe1/Veh 38 2 38 2 38 2 15 4 15 4 10 6 19 6 3 6 3 6 0 0 6 5 3 4 Queue 0 0 0 3 0 1 2 6 0 0 7 1 .'It.............................................................................. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue Page 6 CJ CJ c-J c-J c-J CJ CJ c=-J c-J EXISTO IN Wed Jul 9, 1997 11 05 48 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative *************************************.***.******.**********.******************** Intersection #3 Vancil Road/Yelm Avenue *************.*********************...****..***.******.*******.***************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT XXX>< T R #LnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and- fllt) Adj Case Module f(rt) Case 7 7 7 XXX>< XXX>< 2 XXX)( 5 5 XXX>< XXX)( 2 f(lt) Case 4 4 4 4 4 XXX)( 1 XXX>< XXX>< XXX>< XXX)( XXX>< ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 Parking Adj 1 00 1 00 1 00 XXX>< XXX>< 1 00 XXX>< 1 00 1 00 XXX>< XXX>< 1 00 Bus Stp Adj 1 00 1 00 1 00 XXX>< XXX>< 1 00 XXX>< 1 00 1 00 XXX>< XXX>< 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 RT Adj 0 84 0 84 0 84 xxxx XXX>< 0 85 XXX)( 1 00 1 00 xxxx XXX>< 0 85 LT Adj 0 98 0 98 0 98 0 95 0 95 xxxxx 0 95 XXX>< xxxxx XXX>< xxxx xxxxx HCM Sat Adj 0 82 0 82 0 82 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 56 0 56 0 56 0 81 0 81 0 72 0 84 0 88 0 88 0 86 0 86 0 73 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 *****..***********.****...***.*.************************************************ Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group, Inc. LJ CJ CJ LJ EXISTO IN CJ Wed Jul 9, 1997 11 05 48 c:J c:J c::J c=J c=J -------------------------------------------------------------------------------- Page 14-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #4 NE 103rd ST / Yelm Avenue ******************************************************************************** Average Delay (sec/veh) 1 0 Worst Case Level Of Service E *******************************************************************r************ Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module Base Vol 0 0 0 11 0 65 82 778 0 0 701 6 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 0 11 0 65 82 778 0 0 701 6 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 0 88 0 88 0 88 0 92 0 92 0 92 0 91 0 91 0 91 PHF Volume 0 0 0 13 0 74 89 846 0 0 770 7 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 0 0 13 0 74 89 846 0 0 770 7 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx XXX>< xxxx XXX>< XXX>< XXX>< XXX>< XXX>< % Truck/Comb xxxx XXX>< xxxx XXX>< XXX>< XXX>< XXX)( XXX>< PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cyc1/Car PCE xxxx XXX>< XXX>< ><XXX XXX>< XXX>< XXX><: XXX)( Trck/Crnb PCE xxxx xxxx xxxx XXX>< XXX>< xxxx XXX>< XXX>< Adj Vol 0 0 0 14 0 81 98 846 0 0 770 7 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 XXX>< xxxxx xxxxx XXX)( xxxxx Cri tical Gp xxxxx xxxx xxxxx 6 5 XXX>< 5 5 5 0 XXX>< xxxxx xxxxx XXX>< xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx 1708 XXX>< 774 777 XXX)( xxxxx XXX)( XXX>< xxxxx Potent Cap xxxx xxxx xxxxx 109 XXX>< 562 731 XXX>< =Xxx XXX)( XXX>< xxxxx Adj Cap xxxx xxxx xxxxx 0 87 xxxx 1 00 1 00 XXX)( xxxxx XXX)( XXX>< xxxxx Move Cap xxxx xxxx xxxxx 94 xxxx 562 731 XXX)( xxxxx XXX)( XXX>< xxxxx ------~-----I---------------I 1---------------1'1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move * * . Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx XXX>< xxxxx Shared LOS ApproachDel o 0 44 2 xxxx 7 4 E * B LT - LTR - RT XXX)( xxxx xxxxx xxxxx xxxx xxxxx * 12 7 5 6 XXX>< xxxxx xxxxx XXX>< xxxxx B '*' * * '*' '*' LT - LTR - RT xxxx XXX>< xxxxx xxxxx XXX)( xxxxx * * . LT - LTR - RT XXX)( XXX>< xxxxx xxxxx XXX>< xxxxx * * o 6 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 7 CJ c:J CJ EXISTO IN c-'] ~ c-J LJ LJ Page 15-1 c-J -------------------------------------------------------------------------------- Wed Ju1 9, 1997 11 05 48 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ***********************.******************************************************** Intersection #4 NE 103rd ST / Ye1m Avenue *********************..*****************.*************************************** Average Delay (sec/veh) 1 0 Worst Case Level Of Service E ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 Growth Adj 1 00 1 00 1 00 Ini tial Bse 0 0 0 Added Vol 0 0 0 PasserByVol 0 0 0 Ini tial Fut 0 0 0 User Adj 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 PHF Volume 0 0 0 Reduct Vol 0 0 0 Final Vol 0 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx.xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol O. 0 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 xxxx 5 5 5 0 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnfl ict Vol xxxx xxxx xxxxx 1708 xxxx 774 777 xxxx xxxxx xxxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx 109 xxxx 562 731 xxxx xxxxx xxxx xxxx xxxxx Adj Cap xxxx )(XXX xxxxx 0 87 xxxx 1 00 1 00 xxxx xxxxx xxxx xxxx xxxxx Move Cap xxxx xxxx xxxxx 94 xxxx 562 731 xxxx xxxxx xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------11---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move . . . Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS ApproachDel o 0 11 0 1 00 1 00 11 0 o 0 o 0 11 0 1 00 1 00 o 88 0 88 13 0 o 0 13 0 o 0% )(XXX xxxx xxxx xxxx 10 1 10 1 10 xxxx )(XXX )(XXX xxxx 14 0 81 65 1 00 65 o o 65 1 00 o 88 74 o 74 82 778 1 00 1 00 82 778 o 0 o 0 82 778 1 00 1 00 o 92 0 92 89 846 o 0 89 846 o 6 o 1 00 o o o o 1 00 o 92 o o o o 1 00 o o o o 1 00 o 91 o o o 701 1 00 701 o o 701 1 00 o 91 770 o 770 6 1 00 6 o o 6 1 00 o 91 7 o 7 44 2 xxxx 7 4 E . B LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx ><xxx 98 846 o xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx o 770 0% 5 6 xxxx xxxxx xxxxx xxxx xxxxx B . . LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx 12 7 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Bellevue The TRANSPO Group, Inc. 7 c-J c=J CJ CJ CJ p CJ CJ CJ CJ EXISTO IN Wed Jul 9, 1997 11 05 48 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ********'*************....***********..*******..******..................--....-.. Intersection 85 1st ST / Yelm Avenue ..*.***.*.*.*.*.*.***.****~**************.***.********........................-. Cycle (sec) 100 Critical Vol/Cap (X) 0 743 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 21 6 Optimal Cycle 50 Level Of Service C ..............................-...........*---.......-.........-................ Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 147 90 209 63 67 101 145 558 77 173 440 36 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 147 90 209 63 67 101 145 558 77 173 440 36 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96 PHF Volume 179 110 255 74 79 119 156 600 83 180 458 38 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 179 110 255 74 79 119 156 600 83 180 458 38' PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 179 110 255 74 79 119 156 600 83 180 458 38 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 30 0 70 1 00 0 40 0 60 1 00 0 88 0 12 1 00 0 92 0 08 Final Sat 1805 515 1195 1805 690 1039 1805 1636 226 1805 1737 144 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 10 0 21 0 21 0 04 0 11 0 11 0 09 0 37 0 37 0 10 0 26 0 26 Crit Moves ...- --*- _... .... Green/Cycle 0 16 0 29 0 29 0 06 0 18 0 18 0 15 0 49 0 49 0 13 0 47 0 47 Volume/Cap 0 62 0 74 0 74 0 74 0 62 0 62 0 56 0 74 0 74 0 74 0 56 0 56 ------------1------------___11_______________11________-------11---------------1 Level Of Service Module Uniform Del 29 8 24 5 IncremntDel 3 0 4 2 Delay Adj 0 85 0 85 Delay/Veh 28 3 25 0 User DelAdj 1 00 1 00 AdjDel/Veh 28 3 25 0 Queue 5 3 o 24 5 4 2 o 85 25 0 1 00 25 0 7 35 4 16 6 o 85 46 7 1 00 46 7 3 28 6 2 7 o 85 27 0 1 00 27 0 2 28 6 2 7 o 85 27 0 1 00 27 0 3 29 7 1 9 o 85 27 1 1 00 27 1 4 15 4 2 3 o 85 15 4 1 00 15 4 14 15 4 2 3 o 85 15 4 1 00 15 4 2 31 6 7 9 o 85 34 8 1 00 34 8 5 14 3 o 6 o 85 12 8 1 00 12 8 9 143 o 6 o 85 12 8 1 00 12 8 1 --.-......-.-...-.....-.-.-.--.....-.------*-.-.-..-.-.....**.*****.**.......... Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 8 CJ C-:J CJ CJ c=:9 c-J CJ c=J.,. c-J EXISTO IN Wed Jul 9, 1997 11 05 48 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Se~ice Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative **************************************..*********.****.*********************..*. Intersection is 1st ST / Yelm Avenue ****....*****........**.........**.....***..***....*...*..********...****.****.* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT iLnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 . % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rtl and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 xxxx 5 5 xxxx 5 5 f ( 1 t) Case 1 xxxx xxxx 1 xxxx xxxx 1 ><XXX xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 .1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 ><XXX 1 00 1 00 Bus Stp Adj ><XXX 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 ><XXX 1 00 1 00 Area Adj 1 00 1 00 1 00 1 PO 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 ><XXX 0 91 0 91 xxxx 0 98 0 98 ><XXX 0 99 0 99 LT Adj 0 95 XXX>< xxxxx 0 95 ><XXX xxxxx 0 95 ><XXX xxxxx 0 95 xxxx xxxxx HeM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------11---------------11---------------11---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******************************************************************************** Traffix 6 8 071~ (cl 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group, Inc. CJ c=J CJ CJ C:=J CJ CJ CJ CJ CJ EXISTO IN Wed Jul 9, 1997 11 05 48 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *.**.....**.**.**..*****.*.****.**.*****.****.*****.**..........***.**....**.*.* Intersection is 1st ST / Yelm Avenue ....**...*....*..**..****.*...**....*......**..*....*........**.*..***.***.*.*.* Cycle (sec) 100 Critical Vol/Cap (X) 0 743 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 21 6 Optimal Cycle 50 Level Of Service C .....**....*...*...*.......*.*..**.****.*..***...*.**..*..**.**.**.*..**..*....* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------, 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 I-~-------------I Volume Module Base Vol 147 90 209 Growth Adj 1 00 1 00 1 00 1 Initial Bse 147 90 209 Added Vol 0 0 0 PasserByVol 0 0 0 Initial Fut 147 90 209 User Adj 1 00 1 00 1 00 1 PHF Adj 0 82 0 82 0 82 0 PHF Volume 179 110 255 Reduct Vol 0 0 0 Reduced Vol 179 110 255 PCE Adj 1 00 1 00 1 00 1 MLF Adj 1 00 1 00 1 00 1 Final Vol 179 110 255 ------------1---------------11 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 30 0 70 1 00 0 40 0 60 1 00 0 88 0 12 1 00 0 92 0 08 Final Sat 1805 515 1195 1805 690 1039 1805 1636 226 1805 1737 144 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 10 0 21 0 21 0 04 0 11 0 11 0 09 0 37 0 37 0 10 0 26 0 26 Crit Moves **** **** **** **.* Green/Cycle 0 16 0 29 0 29 0 06 0 18 0 18 0 15 0 49 0 49 0 13 0 47 0 47 Volume/Cap 0 62 0 74 0 74 0 74 0 62 0 62 0 56 0 74 0 74 0 74 0 56 0 56 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module Uniform Del 29 8 24 5 24 5 35 4 28 6 28 6 29 7 15 4 15 4 31 6 14 3 14 3 IncremntDel 3 0 4 2 4 2 16 6 2 7 2 7 1 9 2 3 2 3 7 9 0 6 0 6 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 Delay/Veh 28 3 25 0 25 0 46 7 27 0 27 0 27 1 15 4 15 4 34 8 12 8 12 8 User De1Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 28 3 25 0 25 0 46 7 27 0 27 0 27 1 15 4 15 4 34 8 12 8 12 8 Queue 5 3 7 3 2 3 4 14 2 5 9 1 *******.********.********************************************************.***.*. o 63 00 1 63 o o 63 00 1 85 0 74 o 74 00 1 00 1 74 67 00 67 o o 67 00 85 79 o 79 00 00 79 101 145 558 77 173 440 36 1 00 1 00 1 00 1 00 1 00 1 00 1 00 101 145 558 77 173 440 36 0000000 0000000 101 145 558 77 173 440 36 1 00 1 00 1 00 1 00 1 00 1 00 1 00 o 85 0 93 0 93 0 93 0 96 0 96 0 96 119 156 600 83 180 458 38' 0000000 119 156 600 83 180 458 38 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 O~ 1 00 119 156 600 83 180 458 38 11---------------11---------------1 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 9 CJ c:=J LJ CJ c=J LJ C-:J ~ ~ EXISTO IN Wed Jul 9, 1997 11 05 48 Page 19-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ******************************..**......**..........**.....**...*......**....... Intersection #5 1st ST / Yelm Avenue .....****....*****.......***..*..****........*.....**............**........**... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 XXX>< 5 5 xxxx 5 5 f ( 1 t) Case 1 XXX>< xxxx 1 XXX>< XXX>< 1 XXX>< xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXX>< 1 00 1 00 xxxx 1 00 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXX>< 1 00 1 00 xxxx 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 0 91 XXX>< 0 98 0 98 xxxx 0 99 0 99 LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ********.**.**********.......****..........****..........*.**..***....*.....*... Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Bellevue The TRANSPO Group, Inc. LJ CJ c-J CJ EXISTO IN c=J CJ -c=J c=J c:J CJ Wed Jul 9, 1997 11 05 48 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ..*.****..*...*******....*****...*....**.*.****.***.*******..**.**.********.**** Intersection #6 Solberg ST / Yelm Avenue ***************************************.*********************************.****** Average Delay (sec/veh) 0 9 Worst Case Level Of Service C ..*.*.**.***...*****.*.***.****.*.**..****.**.**.*****.***************..*.*****. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled UncontrOlled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 11 0 0 ------------1---------------1 1---------------'1 1---------------1 1---------------1 Volume Module Base Vol Growth Adj Initial Bse User Adj PHF Adj PHF Volume Reduct Vol Final Vol ------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx XXX>< XXX>< XXX>( % Truck/ Comb xxxx xxxx xxxx xxxx =xx xxxx XXX>< xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx XXX)( xxxx xxxx xxxx xxxx XXX>< XXX>( Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx XXX>< XXX>< XXX>( Adj Vol 22 5 22 8 1 4 21 743 65 30 482 11 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1312 1315 775 1322 1342 487 493 xxxx xxxxx 808 XXX>( xxxxx Potent Cap 184 223 560 182 216 784 998 xxxx xxxxx 707 xxxx xxxxx Adj Cap 0 92 0 90 1 00 0 87 0 90 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 168 201 560 159 194 784 998 xxxx xxxxx 707 XXX>< xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 24 2 18 4 LOS by Move Movement Shared Cap Shrd StpDe1 Shared LOS ApproachDel 13 3 1 00 1 00 13 3 1 00 1 00 o 66 0 66 20 5 o 0 20 5 LT - LTR - RT xxxx 252 xxxxx xxxxx 17 3 xxxxx C 15 7 6 1 1 00 1 00 6 1 1 00 1 00 o 83 0 83 7 1 o 0 7 1 6 7 23 8 18 6 3 18 691 60 24 419 10 00 1 00 1 00 1 00 1 00 1 00 1 00 3 18 691 60 24 419 10 1 00 1 00 1 00 1 00 1 00 1 00 1 00 o 83 0 93 0 93 0 93 0 87 0 87 0 87 4 19 743 65 28 482 11 0000000 4 19 743 65 28 482 11 11_______________11_______________1 4 6 3 7 xxxx xxxxx A . . LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx 5 3 XXX>( xxxxx B" LT - LTR - RT XXX>( XXX>( xxxxx xxxxx XXX>( xxxxx . . . LT - LTR - RT xxxx 214 xxxxx xxxxx 17 9 xxxxx C 17 5 o 1 o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 10 CJ CJ C) c=J EXISTO IN LJ c:-J Wed Ju1 9, 1997 11 05 48 LJ c-J c=J Page 21-1 Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ******.*************..*****.***...........***********..************************* Intersection #6 Solberg ST / Ye1m Avenue *****..*....*******.....***.***...*.................*********.*.**.*.*********** Average Delay (sec/veh) 0 9 Worst Case Level Of Service C .........***********....***.....*..******....*.*****..*.*********..************* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 13 3 13 Growth Adj 1 00 1 00 1 00 Ini tia1 Bse 13 3 13 Added Vol 0 0 0 PasserByVol 0 0 0 Initial Fut 13 3 13 User Adj 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 PHF Volume 20 5 20 Reduct Vol 0 0 0 Final Vol 20 5 20 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cyc1/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 22 5 22 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 XXXX XXXXX Cri tical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnf1ict Vol 1312 1315 775 1322 1342 487 493 xxxx xxxxx 808 xxxx xxxxx Potent Cap 184 223 560 182 216 784 998 xxxx xxxxx 707 xxxx xxxxx Adj Cap 0 92 0 90 1 00 0 87 0 90 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 168 201 560 159 194 784 998 xxxx xxxxx 707 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 24 2 18 4 LOS by Move Movement Shared Cap Shrd StpDe1 Shared LOS ApproachDel 6 7 LT - LTR xxxx 252 xxxxx 17 3 · C 15 7 - RT xxxxx xxxxx 6 1 1 00 1 00 6 1 o 0 o 0 6 1 1 00 1 00 o 83 0 83 7 1 o 0 7 1 0% xxxx XXX>< XXX>< XXX>< 10 1 10 1 10 XXX>< XXX>< XXX>< XXX>< 8 1 23 8 18 6 LT - LTR - RT xxxx 214 xxxxx xxxxx 17 9 xxxxx · C 17 5 3 1 00 3 o o 3 1 00 o 83 4 o 4 4 4 6 18 1 00 18 o o 18 1 00 o 93 19 o 19 691 1 00 691 o o 691 1 00 o 93 743 o 743 0% XXX>< xxxx XXX>< xxxx 1 10 1 00 1 00 XXX>< xxxx xxxx xxxx 21 743 65 3 7 xxxx xxxxx A . . LT - LTR - RT XXX>< xxxx xxxxx xxxxx xxxx xxxxx 60 1 00 60 o o 60 1 00 o 93 65 o 65 24 1 00 24 o o 24 1 00 o 87 28 o 28 419 1 00 419 o o 419 1 00 o 87 482 o 482 10 1 00 10 o o 10 1 00 o 87 11 o 11 o 1 0% XXX>< XXX>< XXX>< XXX>< 1 10 1 00 1 00 XXX>< XXX>< XXX>< xxxx 30 482 11 5 3 xxxx B . LT - LTR XXX>< xxxx xxxxx XXX>< xxx><x - RT xxxxx xxxxx o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group. Be11evue The TRANS PO Group, Inc. LJ LJ CJ CJ CJ CJ CJ c=J .:....,-J CJ ) .~. Page 11 o o o o o o o o c c o c c c c c o o o 1998 Without-Project Conditions CJ c:::J i C_~ CJ CJ CJ ~ CJ c-:J CJ C-J CJ c:J CJ c=J CJ ~ CJ --, c=J WOPO CMD Wed Jul 9, 1997 11 12 12 Page 1-1 -------------------------------------------------------------------------------- WOPO CMD Wed Ju1 9, 1997 11 12 12 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report -------------------------------------------------------------------------------- Link Volume Report Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 Bald Hill Road/ Morris Road Base 10 179 0 0 314 136 82 0 2 0 0 0 723 #1 Bald Hill Road/ Morris Road Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 189 316 505 450 261 711 84 146 230 0 0 0 1446 Total 10 179 0 0 314 136 82 0 2 0 0 0 723 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 189 316 505 450 261 711 84 146 230 0 0 0 1446 #2 Bald Hill Rd/Creek st/Yelm Avenue Base 241 5 30 36 19 20 45 489 426 52 518 22 1903 #2 Bald Hill Rd/Creek st/Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 276 497 773 75 72 147 960 779 1739 592 555 1147 3806 Total 241 5 30 36 19 20 45 489 426 52 518 22 1903 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 276 497 773 75 72 147 960 779 1739 592 555 1147 3806 #3 Vancil Road/Yelm Avenue Base 10 0 13 200 0 65 125 741 5 0 628 85 1872 #3 Vancil Road/Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 23 5 28 265 210 475 871 703 1574 713 954 1667 3744 Total 10 0 13 200 0 65 125 741 5 0 628 85 1872 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 23 5 28 265 210 475 871 703 1574 713 954 1667 3744 #4 NE 103rd ST / Yelm Avenue Base 0 0 0 10 0 89 88 901 0 0 803 10 1901 #4 NE 103rd ST / Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 99 98 197 989 892 1881 813 911 1724 3802 Total 0 0 0 10 0 89 88 901 0 0 803 10 1901 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 99 98 197 989 892 1881 .813 911 1724 3802 #5 1st ST / Yelm Avenue Base 166 95 215 65 70 113 156 674 89 180 552 35 2410 #5 1st ST / Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 476 339 815 248 286 534 919 831 1750 767 954 1721 4820 Total 166 95 215 65 70 113 156 674 89 180 552 35 2410 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 476 339 815 248 286 534 919 831 1750 767 954 1721 4820 #6 Solberg ST / Yelm Avenue Base 13 3 13 6 1 3 20 830 60 25 548 10 1532 #6 Solberg ST / Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 29 86 115 10 33 43 910 564 1474 583 849 1432 3064 Total 13 3 13 6 1 3 20 830 60 25 548 10 1532 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 29 86 115 10 33 43 910 564 1474 583 849 1432 3064 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. Page 1 CJ CJ LJ CJ CJ CJ CJ c:=J c:::J WOPO CMD Wed Jul 9, 1997 11 12 12 Page 3-1 -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Dell VI Dell VI in LOS Veh C LOS Veh C # 1 Bald Hill Roadl Morris Road C 1 8 0 000 C 1 8 0 000 + 0 000 V/C II 2 Bald Hill Rd/Creek st/Ye1m Ave B 13 3 0 532 B 13 3 0 532 + 0 000 D/V II 3 Vancil Road/Ye1m Avenue B 10 1 0 638 B 10 1 0 638 + 0 000 D/V II 4 NE 103rd ST I Ye1m Avenue F 1 2 0 000 F 1 2 0 000 + 0 000 V/C II 51st ST I Yelm Avenue C 24 5 0 833 C 24 5 0 833 + 0 000 D/V # 6 Solberg ST I Yelm Avenue D 1 1 0 000 0 1 1 0 000 + 0 000 V/C Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group, Inc. CJ c-J CJ CJ c=J CJ c:::J """\ / CJ CJ C=> WOPO CMD Wed Jul 9, 1997 11 12 13 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) **************************************************************************.***** Intersection fl1 Bald Hill Roadl Morris Road *************************************************************.*******...******** Average Delay (sec/veh) 1 8 Worst Case Level Of Service C ***********************************************************.*********...***..... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module Base Vol 10 179 0 0 314 136 82 0 2 0 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 179 0 0 314 136 82 0 2 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 0 89 0 89 0 89 0 67 0 67 0 67 1 00 1 00 1 00 PHF Volume 11 188 0 0 353 153 122 0 3 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 11 188 0 0 353 153 122 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx XXX>< Trck/Crnb PCE xxxx XXX>< Adj Vol 12 188 0 ------------1---------------1 I Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx ------------1---------------1 I Capacity Module Cnflict Vol 506 xxxx xxxxx xxxx Potent Cap 984 xxxx xxxxx XXX>< Adj Cap 1 00 XXX>< xxxxx XXX>< Move Cap 984 xxxx xxxxx xxxx ------------1---------------1 I Level Of Service Module Stopped Del 3 7 xxxx xxxxx xxxxx xxxx xxxxx 10 9 xxxx LOS by Move A . Movement LT - LTR Shared Cap xxxx xxxx Shrd StpDel xxxxx xxxx Shared LOS ApproachDel 0% 0% 0% xxxx xxxx xxxx xxxx xxxx XXX>< xxxx xxxx xxxx xxxx xxxx xxxx 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx o 353 153 135 0 3 0 0 0 II h_____________II_______________1 xxxx xxxxx 3 4 xxxx 2 6 xxxxx xxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 xxxxx xxxx xxxxx 11---------------11---------------1 xxxx xxxx xxxx xxxx xxxxx 628 xxxx 429 xxxx xxxx xxxxx xxxxx 458 xxxx 839 xxxx xxxx xxxxx xxxxx 0 99 XXX>< 1 00 xxxx xxxx xxxxx xxxxx 452 XXX>< 839 xxxx xxxx xxxxx 11---------------11---------------1 4 3 xxxxx xxxx xxxxx - RT LT - LTR - RT xxxxx XXX>< xxxx xxxxx xxxxx xxxxx xxxx xxxxx LT - LTR - RT XXX>< 457 xxxxx xxxxx 10 8 xxxxx C 10 8 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx . . o 2 o 0 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 2 CJ c:::J c=J CJ WOPO CMD CJ Wed Ju1 9, 1997 11 12 13 CJ CJ CJ CJ -------------------------------------------------------------------------------- Page 5-1 -------------------------------------------------------------------------------- Level Of Serv~ce Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ****.**...................**.....**....****............................**....... Intersection ~1 Bald Hill Road/ Morris Road ..................***...**...........***..........**..**................**...... Average Delay (sec/veh) 1 8 Worst Case Level Of Service C .........*****............**.................**................................. - RT xxxxx xxxxx o 2 o 1 00 o o o o 1 00 o 89 o o o 314 1 00 314 o o 314 1 00 o 89 353 o 353 136 1 00 136 o o 136 1 00 o 89 153 o 153 82 00 82 o o 82 00 o 67 122 o 122 o 1 00 o o o o 1 00 o 67 o o o 2 1 00 2 o o 2 1 00 o 67 3 o 3 o 0 1 00 1 00 o 0 o 0 o 0 o 0 00 1 00 00 1 00 o 0 o 0 o 0 o 1 00 o o o o. 00 00 o o o o 0% xxxx xxxx xxxx xxxx 10 1 00 1 00 xxxx xxxx xxxx xxxx o 353 153 0% xxxx xxxx xxxx xxxx 1 10 1 10 1 10 xxxx xxxx xxxx xxxx 135 0 0% xxxx xxxx xxxx xxxx 1 10 1 10 1 10 xxxx xxxx xxxx xxxx o 0 4 3 xxxxx xxxx xxxxx LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx . . . LT - LTR - RT LT - LTR - RT xxxx 457 xxxxx xxxx xxxx xxxxx xxxxx 10 8 xxxxx xxxxx xxxx xxxxx C 10 8 o 0 o 0 Traffix 6 8 0710 ec) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANSPO Group, Inc. o CJ c-J CJ WOPO CMD c::=:J C) CJ Wed Ju1 9, 1997 11 12 13 CJ CJ CJ -,", I CJ -------------------------------------------------------------------------------- Page 6-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ********************************************************************.*********** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue *.***.***********.*********************..**************.*.....**...*.*..*~**.**. Cycle (sec) 100 Critical Vol/Cap (X) 0 532 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 13 3 Optimal Cycle 21 Level Of Service B *...***..*.*****..........****..**.*.*****************..*.**.*********.........* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------11---------------11---------------11-------------__1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 '0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 241 5 30 36 19 20 45 489 426 52 518 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 241 5 30 36 19 20 45 489 426 52 518 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 259 5 32 72 38 40 51 556 484 57 569 24 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 259 5 32 72 38 40 51 556 484 57 569 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 259 5 32 72 38 40 51 556 484 57 569 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 14 0 86 1 00 0 49 0 51 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 223 1430 1805 852 896 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 CapaCity Analysis Module , Vol/Sat 0 14 0 02 0 02 0 04 0 04 0 04 0 03 0 29 0 30 0 03 0 30 0 01 Crit Moves *... *... ..*. .... Green/Cycle 0 27 0 13 0 13 0 23 0 08 0 08 0 05 0 56 0 56 0 06 0 56 0 56 Volume/Cap 0 53 0 18 0 18 0 18 0 53 0 53 0 53 0 52 0 54 0 54 0 53 0 03 ------------1---------------11---------------11---------------11------------___1 Level Of Service Module Uniform Del 23 7 29 6 IncremntDel 0 9 0 0 Delay Adj 0 85 0 85 De1ay/Veh 21 0 25 2 User De1Adj 1 00 1 00 AdjDel/Veh 21 0 25 2 Queue 6 0 ....*.......*............***..**.***..***********.*.**...*...*.*.......****..... 29 6 o 0 o 85 25 2 1 00 25 2 1 23 7 o 0 o 85 20 1 1 00 20 1 2 33 4 2 9 o 85 31 2 1 00 31 2 1 33 4 2 9 o 85 31 2 1 00 31 2 1 35 1 4 2 o 85 34 0 1 00 34 0 2 10 5 o 4 o 85 9 3 1 00 9 3 10 10 6 o 5 o 85 9 5 1 00 9 5 9 o 34 8 4 0 o 85 33 6 1 00 33 6 2 10 4 o 4 o 85 9 2 1 00 9 2 10 7 4 o 0 o 85 6 3 1 00 6 3 o Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------, Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 11 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 10 179 0 Growth Adj 1 00 1 00 1 00 Initial Bse 10 179 0 Added Vol 0 0 0 PasserByVo1 0 0 0 Initial Fut 10 179 0 User Adj 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 PHF Volume 11 188 0 Reduct Vol 0 0 0 Final Vol 11 188 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cyc1/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 12 188 Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 xxxxx xxxx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 506 xxxx xxxxx xxxx xxxx xxxxx 628 xxxx 429 xxxx xxxx xxxxx Potent Cap 984 xxxx xxxxx xxxx xxxx xxxxx 458 xxxx 839 xxxx xxxx xxxxx Adj Cap 1 00 xxxx xxxxx xxxx xxxx xxxxx 0 99 xxxx 1 00 xxxx xxxx xxxxx Move Cap 984 xxxx xxxxx xxxx xxxx xxxxx 452 xxxx 839 xxxx xxxx xxxxx ------------I---------------II-~-------------II---------------11---------------1 Level Of Service Module Stopped Del 3 7 xxxx xxxxx xxxxx xxxx xxxxx 10 9 xxxx LOS by Move A . . . . . Movement LT - LTR Shared Cap xxxx xxxx Shrd StpDe1 xxxxx xxxx Shared LOS · ApproachDel Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue Page 3 CJ c=-J CJ LJ t:::J c::-J .; c:-J L=> CJ WOPO CMD Wed Jul 9, 1997 11 12 13 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ********************************.****........*****.***.*****...***********.***** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue *******************..***..***.********...*.***********.....**.******..........** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes l' 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 I~--------------I HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No ~s S=/~ 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 I---~-----------I HCM Ops flrt) and fllt) Adj Case Module f (rt) Case xxxx 5 5 XXX><: 5 5 XXX><: xxxx 2 xxxx XXX><: 2 f ( 1 t) Case 1 XXX><: XXX><: 1 xxxx xxxx 1 xxxx XXX><: 1 XXX><: XXX><: ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj XXX><: 1 00 1 00 XXX><: 1 00 1 00 XXX><: xxxx 1 00 xxxx XXX><: 1 00 Bus Stp Adj XXX><: 1 00 1 00 XXX><: 1 00 1 00 XXX><: xxxx 1 00 xxxx XXX><: 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj XXX><: 0 87 0 87 XXX><: 0 92 0 92 xxxx xxxx 0 85 xxxx xxxx 0 85 LT Adj 0 95 XXX><: xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 XXX><: xxxxx HCM Sat Adj 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor .Modu1e Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue The TRANS PO Group. Inc. 'n c-J LJ CJ CJ c=J ---\ / CJ CJ C~ CJ WOPO CMD Wed Jul 9, 1997 11 12 13 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ******************************************************************************** Cycle (sec) 100 Critical Vol/Cap (X) 0 532 Loss Time lsec) 3 IY+R = 4 sec) Average Delay (sec/veh) 13 3 Optimal Cycle 21 Level Of Service B ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 I---~-----------I 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------11---------------1 Volume Module Base Vol 241 5 30 36 19 20 45 489 426 52 518 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 241 5 30 36 19 20 45 489 426 52 518 22 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVo1 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 241 5 30 36 19 20 45 489 426 52 518 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 259 5 32 72 38 40 51 556 484 57 569 24 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 259 5 32 72 38 40 51 556 484 57 569 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 259 5 32 72 38 40 51 556 484 57 569 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 14 0 86 1 00 0 49 0 51 1 00 1 00 1 00 1.00 1 00 1 00 Final Sat 1805 223 1430 1805 852 896 1805 1900 1615 1805 1900 1615 ~-----------I---------------I 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 14 0 02 0 02 0 04 0 04 0 04 0 03 0 29 0 30 0 03 0 30 0 01 Crit Moves **** **** **** **** Green/Cycle 0 27 0 13 0 13 0 23 0 08 0 08 0 05 0 56 0 56 0 06 0 56 0 56 Volume/Cap 0 53 0 18 0 18 0 18 0 53 0 53 0 53 0 52 0 54 0 54 0 53 0 03 ------------1---------------11---------------11------------ ---11---------------1 Level Of Service Module Uniform Del 23 7 29 6 29 6 23 7 33 4 33 4 35 1 10 5 10 6 34 8 10 4 7 4 IncremntDel 0 9 0 0 0 0 0 0 2 9 2 9 4 2 0 4 0 5 4 0 0 4 0 0 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 Delay/Veh 21 0 25 2 25 2 20 1 31 2 31 2 34 0 9 3 9 5 33 6 9 2 6 3 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 21 0 25 2 25 2 20 1 31 2 31 2 34 0 9 3 9 5 33 6 9 2 6 3 Queue 6 0 1 2 1 1 2 10 9 2 10 0 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 4 c:=J CJ c::-J c=J n CJ CJ CJ CJ WOPO CMD Wed Jul 9. 1997 11 12 13 Page 9-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R lILnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rt) Case xxxx 5 5 xxxx 5 5 xxxx xxxx 2 ><XXX xxxx 2 f(lt) Case 1 ><XXX xxxx 1 xxxx == 1 xxxx xxxx 1 == xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 I 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ParkingAdj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 == xxxx 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 xxxx xxxx 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj ><XXX 0 87 0 87 ><XXX 0 92 0 92 == xxxx 0 85 == ><XXX 0 85 LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 I 00 I 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 **********************.*.*.*******.****.*..************.*************....******* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANSPO Group, Inc. CJ c-J C) C~ CJ WOPO CMD Ie] ~ Wed Jul 9, 1997 11 12 13 CJ Page 10-1 c=J .c:-J Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) .*.**.*.***********..*.**********.******************.*.*.****.*......***.*.*.*.* Intersection #3 Vancil Road/Yelm Avenue .**.*.*.*.*.**.*..*..*..*.****************.....**..***....*..............*.*..** Cycle (sec) 85 Critical Vol/Cap (Xl 0 638 LOSS Time (sec) 3 (Y+R = 9 sec) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B. ****************........*..******..********.*..*****.*...*.*.....*.**.********.* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 - -- - - -- - -- - -1-- -- - - - -- - - - -- -11-- -- - - - - - - - - - - -11- - -- --- -- - - - - - -11 - --- ~----------l Volume Module Base Vol 10 0 13 200 0 65 125 741 5 0 628 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 0 65 125 741 5 0 628 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 PHF Volume 15 0 19 235 0 76 142 842 6 0 730 99 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0' Reduced Vol 15 0 19 235 0 76 142 842 6 0 730 991 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 0 76 142 842 6 0 730 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 i900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 1 00 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 1 00 0 00 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1805 0 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 00 0 05 0 08 0 45 0 45 0 00 0 38 0 06 Crit Moves .*** ***. .... ---- Green/Cycle 0 03 0 00 0 03 0 20 0 00 0 20 0 12 0 73 0 73 0 00 0 60 0 60 Volume/Cap 0 64 0 00 0 64 0 64 0 00 0 23 0 64 0 62 0 62 0 00 0 64 0 10 ------------1---------------1 1---------------1 I~--------------I 1---------------1 Level Of Service Module Uniform Del 30 8 0 0 IncremntDel 14 5 0 0 Delay Adj 0 85 0 00 Delay/Veh 40 6 0 0 User DelAdj 1 00 1 00 AdjDe1/Veh 40 6 0 0 Queue 1 0 30 8 14 5 o 85 40 6 1 00 40 6 1 23 5 2 6 o 85 22 6 1 00 22 6 5 o 0 o 0 o 00 o 0 1 00 o 0 o 21 5 o 1 o 85 18 3 1 00 18 3 2 26 9 4 1 o 85 27 0 1 00 27 0 4 4 4 o 6 o 85 4 3 1 00 4 3 10 4 4 o 6 o 85 4 3 1 00 4 3 o o 0 o 0 o 00 o 0 1 00 o 0 o o 8 3 o 9 o 85 7 9 1 00 7 9 11 5 4 o 0 o 85 4 6 1 00 4 6 1 ****.*.*.*****.**.******.*..********************************.**.***.*..**.****** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group. Bel1evue Page 5 C:J c-J .CJ c=J c=J G:::J CJ CJ c:::J WOPO CMD Wed Jul 9, 1997 11 12 13 Page 11-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ******************************************************************************** Intersection #3 Vancil Road/Yelm Avenue ****************************************.*******.******.*.***.*.**********.*..*. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R I. RT RT xxxx T R ILnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 I----~----------I HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 'ls Hev Veh 0 0 0 0 Grade O'ls 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include 'ls RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and felt) Adj Case Module f(rt) Case 7 xxxx 7 xxxx xxxx 2 xxxx 5 5 xxxx xxxx 2 f ( 1 t) Case 4 xxxx 4 4)(XXX)(XXX 1 xxxx )(XXX )(XXX XXX)( XXX)( ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 OO)(XXX 1 00 1 OO)(XXX 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Hev Veh Adj 1 OO)(XXX 1 00 1 OO)(XXX 1 00 1 00 1 00 1 00 XXX)( 1 00 1 00 Grade Adj 1 OO)(XXX 1 00 1 OO)(XXX 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Parking Adj 1 00 xxxx 1 00 xxxx)(xxx 1 00 xxxx 1 00 1 00 xxxx XXX)( 1 00 Bus Stp Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 Area Adj 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 RT Adj 0 82 xxxx 0 82 xxxx xxxx 0 85 xxxx 1 00 1 00 xxxx xxxx 0 85 LT Adj 0 98 xxxx 0 98 0 95 xxxx xxxxx 0 95 xxxx xxxxx xxxx XXX)( xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 1 00 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 80 1 00 0 80 0 95 1 00 0 85 0 95 1 00 1 00 1 00 1 00 0 85 ------------1---------------1 1---------------1 I-----------~---I 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 00 0 85 0 85 0 00 0 85 0 85 0 85 0 85 0 00 0 85 0 85 **********************.********************************************************* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Be11evue The TRANSPO Group, Inc. Cl CJ CJ CJ c:J CJ CJ CJ CJ '-" c-J WOPO CMD Wed Jul 9, 1997 11 12 13 Page 12-1 Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ************.****....***.*.***.*******************************************.*.*** Intersection 13 Vancil Road/Yelm Avenue ***.**********.*****.*****.*.****.************.*.**************.********.*.****. cycle (see) 85 Critical Vol/Cap (X) 0 638 Loss Time (see) 3 (Y+R = 9 see) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B *******.*****..*.*.*.*..*******...*.***...*********.*.*****....***********.*.*.. Approach North Bound South Bound East Bound West Bound Movement L - T - R I. - T - R I. - T - R I. - T - R ----~~------I---------------I 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------1 1---------------1 I-------~-------I 1---------------1 Volume Module Base Vol 10 0 13 200 0 65 125 741 5 0 628 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 0 65 125 741 5 0 628 85 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVo1 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 10 0 13 200 0 65 125 741 5 0 628 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00. 1 00' PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 PHF Volume 15 0 19 235 0 76 142 842 6 0 730 99 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 15 0 19 235 0 76 142 842 6 0 730 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 0 76 142 842 6 0 730 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 1 00 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 1 00 0 00 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1805 0 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 00 0 05 0 08 0 45 0 45 0 00 0 38 0 06 Crit Moves **.* ***. .... _._. Green/Cycle 0 03 0 00 0 03 0 20 0 00 0 20 0 12 0 73 0?3 0 00 0 60 0 60 Volume/Cap 0 64 0 00 0 64 0 64 0 00 0 23 0 64 0 62 0 62 0 00 0 64 0 10 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Uniform Del 30 8 0 0 30 8 23 5 0 0 21 5 26 9 4 4 4 4 0 0 e 3 5 4 IncremntDel 14 5 0 0 14 5 2 6 0 0 0 1 4 1 0 6 0 6 0 0 0 9 0 0 Delay Adj 0 85 0 00 0 85 0 85 0 00 0 85 0 85 0 85 0 85 0 00 0 85 0 85 Delay/Veh 40 6 0 0 40 6 22 6 0 0 18 3 27 0 4 3 4 3 0 0 ? 9 4 6 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDe1/Veh 40 6 0 0 40 6 22 6 0 0 18 3 27 0 4 3 4 3 0 0 7 9 4 6 Queue 1 0 1 5 0 2 4 10 0 0 11 1 ****.***********************************.**********************.****...****.**** Traffix 6 B 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue Page 6 c::::=J L~ c=J CJ c::-J CJ CJ c:J C-:J WOPO CMD Wed Jul 9, 1997 11 12 13 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ***..***************..********************************************************** Intersection *3 Vancil Road/Yelm Avenue **************************************.*.*****..**...*......********..***..***** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT ><XXX T R iLnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case 7 ><XXX 7 ><XXX XXX>< 2 XXX>< 5 5 ><XXX ><XXX 2 f ( 1 t) Cas e 4 ><XXX 4 4 XXX>< ><XXX 1 XXX)( ><XXX ><XXX XXX>< xxxx ------------1---------------1 1---------------11---------------11---------------1 .HCM Ops Saturation Adj Module Ln wid Adj 1 00 ><XXX 1 00 1 00 XXX>< 1 00 1 00 1 00 1 00 ><XXX 1 00 1 00 Hev Veh Adj 1 00 ><XXX 1 00 1 00 XXX>< 1 00 1 00 1 00 1 00 ><XXX 1 00 1 00 Grade Adj 1 00 ><XXX 1 00 1 00 XXX>< 1 00 1 00 1 00 1 00 ><XXX 1 00 1 00 Parking Adj 1 00 ><XXX 1 00 ><XXX XXX>< 1 00 XXX>< 1 00 1 00 ><XXX ><XXX 1 00 Bus Stp Adj 1 00 ><XXX 1 00 ><XXX XXX>< 1 00 XXX>< 1 00 1 00 ><XXX ><XXX 1 00 Area Adj 1 00 xxxx 1 00 1 00 XXX>< 1 00 1 00 1 00 1 00 ><XXX 1 00 1 00 RT Adj 0 82 xxxx 0 82 xxxx ><XXX 0 85 XXX>< 1 00 1 00 xxxx ><XXX 0 85 LT Adj 0 98 xxxx 0 98 0 95 XXX>< xxxxx 0 95 XXX>< xxxxx ><XXX ><XXX xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 1 00 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 80 1 00 0 80 0 95 1 00 0 85 0 95 1 00 1 00 1 00 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 00 0 85 0 85 0 00 0 85 0 85 0 85 0 85 0 00 0 85 0 85 *************.********.********************************************************* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group. Be11evue The TRANS PO Group, Inc. CJ CJ CJ c::J WOPO CMD CJ c=J CJ c:J Wed Ju1 9, 1997 11 12 13 CJ c=J -------------------------------------------------------------------------------- Page 14-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) *****************************************************************.*****.******** Intersection *4 NE 103rd ST / Yelm Avenue ****.****.***.****************.****.********.*********************************** Average Delay (sec/veh) 1 2 Worst Case Level Of Service F **********************.****.**************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 I---------~-----I Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include InclUde Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 10 0 89 88 901 0 0 803 10 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 0 10 0 89 88 901 0 0 803. 10 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 0 88 0 88 0 88 0 92 0 92 0 92 0 91 0 91 0 91 PHF Volume 0 0 0 11 0 101 96 979 0 0 882 11 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 0 0 11 0 101 96 979 0 0 882 11 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx ><XXX ><XXX xxxx xxxx ><XXX ><XXX XXX>< % Truck/Comb ><XXX ><XXX ><XXX xxxx XXX>< ><XXX ><XXX xxx)( PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cyc1/Car PCE xxxx ><XXX ><XXX xxxx ><XXX ><XXX xxxx XXX>< Trck/Cmb PCE xxxx ><XXX ><XXX ><XXX xxxx ><XXX ><XXX XXX>< Adj Vol 0 0 0 13 0 111 105 979 0 0 882 11 ------------1---------------, 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 ><XXX 2 6 2 1 XXX>< xxxxx xxxxx xxxx xxxxx Cr i tical Gp xxxxx xxxx xxxxx 6 5 ><XXX 5 5 5 0 ><XXX xxxxx xxxxx ><XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol ><XXX xxxx xxxxx 1963 ><XXX 888 893 XXX>< xxxxx XXX>< ><XXX xxxxx Poten t Cap ><XXX ><XXX xxxxx 77 ><XXX 491 643 XXX>< xxxxx XXX>< ><XXX xxxxx Adj Cap ><XXX ><XXX xxxxx 0 84 ><XXX 1 00 1 00 XXX>< xxxxx XXX>< xxxx xxxxx Move Cap ><XXX xxxx xxxxx 65 ><XXX 491 643 ><XXX xxxxx XXX>< ><XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx ><XXX xxxxx LOS by Move Movement Shared Cap Shrd StpDe1 Shared LOS ApproachDel LT - LTR - RT ><XXX ><XXX xxxxx xxxxx xxxx xxxxx o 0 67 5 ><XXX 9 2 F . B LT - LTR - RT XXX>< ><XXX xxxxx xxxxx xxxx xxxxx 15 1 6 6 ><XXX xxxxx xxxxx ><XXX xxxxx B . * . * * LT - LTR - RT ><XXX xxxx xxxxx xxxxx ><XXX xxxxx o 6 LT - LTR - RT XXX>< xxxx xxxxx xxxxx XXX>< xxxxx . . o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 7 C-"] CJ Ll CJ WOPO CMD LJ Wed Jul 9, 1997 11 12 13 k",J L:J c:J CJ -------------------------------------------------------------------------------- Page 15-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) *******************************************************.************************ Intersection #4 NE 103rd ST / Yelm Avenue *************************************...**************************************** Average Delay (sec/veh) 1 2 Worst Case Level Of Service F ****.*****.*****.....***.....***...******.*******.****************************** 10 0 1 00 1 00 10 0 o 0 o 0 10 0 1 00 1 00 o 88 0 88 11 0 o 0 11 0 o 0% XXX>< XXX>< XXX>< XXX>< 10 1 10 1 10 XXX>< XXX>< XXX>< XXX>< 13 0 111 89 1 00 89 o o 89 1 00 o 88 101 o 101 88 901 1 00 1 00 88 901 o 0 o 0 88 901 1 00 1 00 o 92 0 92 96 979 o 0 96 979 o 6 o 1 00 o o o o 1 00 o 92 o o o o 1 00 o o o o 1 00 o 91 o o o 803 1 00 803 o o 803 1 00 o 91 882 o 882 10 1 00 10 o o 10 1 00 o 91 11 o 11 67 5 XXX>< 9 2 F . B LT - LTR - RT XXX}{ XXX>< XXXXX XXXXX XXX>< XXXXX 0% XXX>< xxxx XXX>< XXX>< 1 10 1 00 1 00 XXX>< XXX>< xxxx xxxx 105 979 0% xxxx xxxx XXX>< XXX>< 1 10 1 00 1 00 XXX>< XXX>< xxxx xxxx o 882 11 o 6 6 XXX>< xxxxx XXXXX XXX>< xxxxx B * . * * * LT - LTR - RT LT - LTR - RT XXX>< XXX>< XXXXX XXX>< XXX>< XXXXX xxxxx XXX>< XXXXX xxxxx XXX}{ XXXXX 15 1 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group, Inc. CJ LJ [j WOPO CMD CJ G:J CJ Wed Jul 9, 1997 11 12 13 C:J c=J CJ '~) CJ -------------------------------------------------------------------------------- Page 16-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #5 1st ST / Yelm Avenue ******************************************************************************** Cycle (sec) 100 Critical Vol/Cap (X) 0 833 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 5 Optimal Cycle 53 Level Of Service C *****.************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 ,---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------~-----I---------------I 1---------------1 1---------------11---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 674 89 180 552 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 674 89 180 552 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96 PHF Volume 202 116 262 76 82 133 168 725 96 188 575 36 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 202 116 262 76 82 133 168 725 96 188 575 36 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 725 96 188 575 36 ------------1---------------1 1---------------11---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 88 0 12 1 00 0 94 0 06 Final Sat 1805 525 1185 1805. 659 1070 1805 1644 218 1805 1770 111 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 44 0 44 0 10 0 32 0 32 Crit Moves **** *......* **** **** Green/Cycle 0 15 0 27 0 27 0 05 0 17 0 17 0 15 0 53 0 53 0 13 0 51 0 51 Volume/Cap 0 75 0 83 0 83 0 83 0 75 0 75 0 64 0 83 0 83 0 83 0 64 0 64 ------------1---------------1 1---------------11---------------11---------------1 Level Of Service Module Uniform Del 30 9 26 3 IncremntDel 7 4 8 7 Delay Adj 0 85 0 85 Delay/Veh 33 7 31 1 User DelAdj 1 00 1 00 AdjDel/Veh 33 7 31 1 Queue 6 4 ******************************************************************************** 26 3 8 7 o 85 31 1 1 00 31 1 8 35 8 30 1 o 85 60 5 1 00 60 5 3 30 2 7 0 o 85 32 6 1 00 32 6 3 30 2 7 0 o 85 32 6 1 00 32 6 4 30 6 3 6 o 85 29 5 1 00 29 5 5 o 15 1 4 4 o 85 17 2 1 00 17 2 19 15 1 4 4 o 85 17 2 1 00 17 2 3 32 5 15 4 o 85 43 0 1 00 43 0 6 13 6 1 0 o 85 12 6 1 00 12 6 12 13 6 1 0 o 85 12 6 1 00 12 6 1 Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 I--------------~I 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 Growth Adj 1 00 1 00 1 00 Initial Bse 0 0 0 Added Vol 0 0 0 PasserByVol 0 0 0 Ini tial Fut 0 0 0 User Adj 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 PHF Volume 0 0 0 Reduct Vol 0 0 0 Final Vol 0 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars XXX>< XXX>< % Truck/Comb xxxx XXX>< PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE XXX>< XXX>< Trck/Cmb PCE XXX>< XXX>< Adj Vol 0 0 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 XXX>< 2 6 2 1 XXX>< xxxxx xxxxx XXX}{ xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 XXX>< 5 5 5 0 XXX>< xxxxx xxxxx XXX}{ xxxxx ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Module Cnflict Vol XXX>< xxxx xxxxx 1963 XXX>< 888 893 XXX>< xxxxx XXX}{ XXX}{ xxxxx Potent Cap xxxx xxxx xxxxx 77 xxxx 491 643 XXX>< xxxxx XXX>< XXX}{ xxxxx Adj Cap XXX>< xxxx xxxxx 0 84 XXX>< 1 00 1 00 XXX>< xxxxx XXX>< XXX>< xxxxx Move Cap XXX>< XXX>< xxxxx 65 XXX>< 491 643 XXX>< xxxxx XXX}{ XXX}{ xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx XXX>< xxxxx LOS by Move . . . Movement LT - LTR - RT Shared Cap XXX>< XXX>< xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS · · ApproachDel 0 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 8 c=J LJ L1 rJ CJ LJ LJ LJ LJ WOPO CMD Wed Jul 9, 1997 11 12 13 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ~******************************************************************************* Intersection #5 1st ST / Yelm Avenue ******.********************.****...**********.********************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------, 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 "12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No B~ S~mr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 xxxx 5 5 xxxx 5 5 f ( 1 t) Case 1 xxxx XXX>< 1 xxxx xxxx 1 xxxx XXX>< 1 XXX>< xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 Bus Stp Adj XXX>< 1 00 1 00 xxxx 1 00 1 00 XXXX 1 00 1 00 xxxx 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 0 91 xxxx 0 98 0 98 XXX>< 0 99 0 99 LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl ~at Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 -------~----I---------------I 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ............*.***************.**........**........*****.***************.***.**** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Bellevue The TRANS PO Group. Inc. LJ CJ LJ C~ CJ c::::=J -.0 CJ c=J c=J WOPO CMD Wed Jul 9, 1997 11 12 13 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *********************************************************************.*.....*... Intersection #5 1st ST / Yelm Avenue *****.******************************************************************..****.* Cycle (sec) 100 Critical Vol/Cap (X) 0 833 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 5 Optimal Cycle 53 Level Of Service C *********************.********************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include InclUde Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 674 89 180 552 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 674 89 180 552 35 Added Vo 1 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 166 95 215 65 70 113 156 674 89 180 552 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96 PHF Volume 202 116 262 76 82 133 168 725 96 188 575 36 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 202 116 262 76 82 133 168 725 96 188 575 36 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 725 96 188 575 36 ---------u-I----___________II_____u__u____II_______________11_______________1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 88 0 12 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1644 218 1805 1770 III ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 44 0 44 0 10 0 32 0 32 Crit Moves **** **** **** **** Green/Cycle 0 15 0 27 0 27 0 05 0 17 0 17 0 15 0 53 0 53 0 13 0 51 0 51 Volume/Cap 0 75 0 83 0 83 0 83 0 75 0 75 0 64 0 83 0 83 0 83 0 64 0 64 ------------1---------------, 1---------------1 1---------------1 1-------________1 Level Of Service Module Uniform Del 30 9 26 3 26 3 35 8 30 2 30 2 30 6 15 1 15 1 32 5 13 6 13 6 IncremntDel 7 4 8 7 8 7 30 1 7 0 7 0 3 6 4 4 4 4 15 4 1 0 1 0 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 8S Delay/Veh 33 7 31 1 31 1 60 5 32 6 32 6 29 5 17 2 17 2 43 0 12 6 12 6 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 33 7 31 1 31 1 60 5 32 6 32 6 29 5 17 2 17 2 43 0 12 6 12 6 Queue 6 4 8 3 3 4 5 19 3 6 12 1 **********************************************************************.********* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 9 c:::J LJ LJ LJ LJ LJ CJ CJ LJ WOPO CMD Wed Jul 9, 1997 11 12 13 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #5 1st ST / Yelm Avenue ***********************************************************************.******** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane .Group L RT RT L RT RT L RT RT L RT RT #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 I-----------n--I 1--------- -----_11 HCM Ops f(rt) and felt) Adj Case Module f (rt) Case XXX>< 5 5 XXX>< 5 5 XXX>< 5 5 XXX>< 5 5 f (1 t) Case 1 XXX>< XXX>< 1 XXX>< XXX>< 1 XXX>< XXX>< 1 xxxx XXX>< ------------1---------------11-----__________ II--------n-----II--------_______I HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj XXX>< 1 00 1 00 XXX>< 1 00 1 00 XXX>< 1 00 1 00 XXX>< 1 00 1 00 Bus Stp Adj XXX>< 1 00 1 00 XXX>< 1 00 1 00 XXX>< 1 00 1 00 XXX>< 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj XXX>< 0 90 0 90 XXX>< 0 91 0 91 XXX>< 0 98 0 98 XXX>< 0 99 0 99 LT Adj 0 95 XXX>< xxxxx 0 95 XXX>< """"" 0 9 5 XXX>< xxxxx 0 95 XXX>< xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group, Inc. [J [J LJ LJ c-J WOPO CMD c::J CJ c=J L=:J '. c:J Wed Jul 9, 1997 11 12 13 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection #6 SOlberg ST / Yelm Avenue Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** ******************************************************************************** Average Delay (sec/veh) 1 1 Worst Case Level Of Service D ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L _ T _ R ------------1---------------1 1---------------1 1---------------1 1--------------_1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include InclUde Lanes 0 0 I! 0 0 0 0 I! 0 0 0 0 I! 0 0 0 0 I! 0 0 ------------I---~-----------I 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 13 3 13 6 1 Growth Adj 1 00 1 00 1 00 1 00 1 00 Initial Bse 13 3 13 6 1 User Adj 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 0 83 0 83 PHF Volume 20 5 20 7 1 Reduct Vol 0 0 0 0 0 Final Vol 20 5 20 7 1 ------------1---------------11 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 Cycl/Car PCE XXX>< XXX>< Trck/Cmb PCE xxxx XXX>< Adj Vol 22 5 22 ------------1---------------11 Critical Gap Module Move Up Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 """" """"" 2 1 XXX>< """"" Cri tical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 """" """"" 5 0 """" Y.xxxx ------------I--------n-----I 1---____________1 1-----____ ______11_______________1 Capacity Module Cnflict Vol 1613 1616 925 1623 1643 636 641 """" XXX><>< 957 """" xxxxx Potent Cap 123 155 471 122 150 660 848 """" XXX><>< 600 """" xxxxx Adj Cap 0 88 0 86 1 00 0 83 0 86 1 00 1 00 """" XXX><>< 1 00 """" xxxxx Move Cap 108 133 471 100 128 660 848 """" XXX><>< 600 """" xxxxx ------------1---------------11---------------11---------------11----___________1 Level Of Service Module Stopped Del 40 6 28 1 LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel 0% XXX>< """" XXX>< xxxx 10 1 10 1 10 XXX>< XXX>< XXX>< XXX>< 8 1 8 0 38 6 28 3 LT - LTR - RT xxxx 170 xxxxx xxxxx 28 5 xxxxx D · 24 7 LT - LTR - RT XXX>< 139 xxxxx xxxxx 28 4 xxxxx D 27 6 3 20 830 60 25 548 10 1 00 1 00 1 00 1 00 1 00 1 00 1 00 3 20 830 60 25 548 10 1 00 1 00 1 00 1 00 1 00 1 00 1 00 o 83 0 93 0 93 0 93 0 87 0 87 0 87 4 22 892 65 29 630 11 000 0 000 4 22 892 65 29 630 11 11---------------11---------------1 0% 0% XXX>< xxxx XXX>< XXX>< xxxx xxxx XXX>< XXX>< 10 1 00 1 00 1 10 1 00 1 00 XXX>< XXX>< XXX>< XXX>< XXX>< """" XXX>< XXX>< 4 24 892 65 32 630 11 11_______________11_______________1 5 5 4 4 XXX>< A LT - LTR XXX>< XXX>< xxxxx XXX>< . xxxxx 6 3 XXX>< """"" B . . LT - LTR - RT XXX>< XXX>< xxxxx """"" XXX>< xxxxx . - RT """"" xxxxx o 1 o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bel1evue Page 10 CJ CJ ~ c-J WOPO CMD CJ LJ Wed Ju1 9, 1997 11 12 13 LJ LJ Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) CJ Page 21-1 ...*..............*..*....*..**.***.*..**********..********************.***.**** Intersection #6 Solberg ST / Ye1m Avenue ******************************************************************************** Average Delay (sec/veh) 1 1 Worst Case Level Of Service D ***********************************..*.***********.********.***********.******** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 I! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 13 3 13 Growth Adj 1 00 1 00 1 00 Initial Bse 13 3 13 Added Vol 0 0 0 PasserByVo1 0 0 0 Initial Fut 13 3 13 User Adj 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 PHF Volume 20 5 20 Reduct Vol 0 0 0 Final Vol 20 5 20 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cyc1/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 22 5 22 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 I-------~-------I Capacity Module Cnf1ict Vol 1613 1616 925 1623 1643 636 641 xxxx xxxxx 957 xxxx xxxxx Potent Cap 123 155 471 122 150 660 848 xxxx xxxxx 600 xxxx xxxxx Adj Cap 0 88 0 86 1 00 0 83 0 86 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 108 133 471 100 128 660 848 xxxx xxxxx 600 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service ,Module Stopped Del 40 6 28 1 LOS by Move Movement Shared Cap Shrd StpDe1 Shared LOS ApproachDe1 8 0 LT - LTR - RT xxxx 170 xxxxx xxxxx 28 5 xxxxx D · 24 7 6 1 1 00 1 00 6 1 o 0 o 0 6 1 1 00 1 00 o 83 0 83 7 1 o 0 7 1 0% xxxx xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx xxxx 8 1 38 6 28 3 . LT - LTR - RT xxxx 139 xxxxx xxxxx 28 4 xxxxx · D 27 6 3 1 00 3 o o 3 1 00 o 83 4 o 4 4 5 5 20 1 00 20 o o 20 1 00 o 93 22 o 22 830 1 00 830 o o 830 1 00 o 93 892 o 892 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 24 892 65 4 4 xxxx xxxxx A . . LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx . 60 00 60 o o 60 1 00 o 93 65 o 65 25 548 1 00 1 00 25 548 o 0 o 0 25 548 1 00 1 00 o 87 0 87 29 630 o 0 29 630 10 1 00 10 o o 10 1 00 o 87 11 o 11 xxxxx - RT xxxxx xxxxx o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group, Inc. o 1 0% XXXX xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx XXXX 32 630 11 6 3 xxxx B . LT - LTR XXXX xxxx XXXXX XXXX . CJ L1 CJ c=J c=J CJ CJ C:=J CJ c:=J Page 11 o o o o o o o c c c c c c c c c o o 1998 With-Project Conditions Scenario 1 n U CJ c:J,,_ CJ CJ WP1FA.CMD c-J C-:J Wed Sep 17, 1997 13 13 38 L:} ~ c-J -------------------------------------------------------------------------------- Page 1-1 With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Turning Movement Report Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume 1Il Bald Base Added Total Hill 10 o 10 112 Bald Base Added Total Hill 241 o 241 Road/ 185 o 185 Morris o o o Road o 320 o 0 o 320 Rd/Creek st/Ye1m Avenue 7 30 36 21 o 0 0 0 7 30 36 21 113 Vancil Road/Yelm Avenue Base 10 0 13 200 Added 0 0 0 0 Total 10 0 13 200 114 NE Base Added Total 103rd ST o o o 115 1st Base Added Total / Yelm Avenue o 0 11 000 o 0 11 ST / Yelm Avenue 166 95 215 000 166 95 215 65 o 65 116 Solberg ST Base 14 Added 0 Total 14 117 SR Base Added Total 507 Site 40 o 40 I Yelm Avenue 3 14 6 000 3 14 6 Access o 30 o 0 o 30 o o o 118 Bald Hill Road Site Base 0 268 16 Added 0 0 0 Total 0 268 16 Access 18 o 18 1 o 1 o o o 70 o 70 1 o 1 o o o 491 o 491 138 o 138 20 o 20 65 o 65 89 o 89 113 o 113 3 o 3 o o o o o o 84 o 84 45 o 45 125 762 o 0 125 762 88 o 88 156 o 156 20 o 20 o o o o o o o o o 510 o 510 922 o 922 695 o 695 851 o 851 536 o 536 o o o 2 o 2 426 o 426 5 o 5 o o o 89 o 89 60 o 60 40 o 40 o o o o o o 52 o 52 o o o o o o 180 o 180 25 o 25 30 o 30 24 o 24 o o o 539 o 539 649 o 649 824 o 824 573 o 573 569 o 569 573 o 573 o o o o o o 22 o 22 85 o 85 10 o 10 35 o 35 11 o 11 o o o 10 o 10 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANSPO Group, Inc. 739 o 739 1949 o 1949 1915 o 1915 1944 o 1944 2452 o 2452 1577 o 1577 1249 o 1249 827 o 827 L:::J c::-J WP1FA.CMD LJ c:::::::J CJ c:J c::::J Wed Sep 17, 1997 13 13 38 c=J , .-~.... . i I c:J CJ -------------------------------------------------------------------------------- Page 2-1 With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Volume NB Link Type In Out Total U Bald Base Added Total 112 Bald Base Added Total Hill 195 o 195 Road/ 322 o 322 Morris Road 517 458 269 o 0 0 517 458 269 Hill 278 o 278 Link Volume Report SB Link In Out Total Rd/Creek st/Yelm Avenue 499 777 77 74 151 o 0 000 499 777 77 74 151 #3 Vancil Road/Ye1m Avenue Base 23 6 29 266 Added 0 0 0 0 Total 23 6 29 266 i4 NE 103rd Base 0 Added 0 Total 0 115 1st Base Added Total 116 Solberg ST Bas e 31 Added 0 Total 31 ST / Yelm Avenue o 0 100 000 o 0 100 ST / 476 o 476 Yelm Avenue 339 815 o 0 339 815 / Yelm Avenue 86 117 10 000 86 117 10 117 SR 507 Site Access Base 70 70 140 Added 0 0 0 Total 70 70 140 118 Bald Base Added Total Hill 284 o 284 Site 799 o 799 Road 515 o 515 Access 509 o 509 248 o 248 o o o 210 o 210 98 o 98 286 o 286 34 o 34 o o o 278 o 278 727 o 727 476 o 476 198 o 198 534 o 534 44 o 44 o o o 787 o 787 EB Link In Out Total 86 o 86 981 o 981 892 724 o 0 892 724 1010 o 1010 940 o 940 931 o 931 576 o 576 o o o 148 o 148 800 o 800 913 o 913 852 o 852 586 o 586 613 o 613 o o o WB Link Total In Out Total Volume 234 o 234 1781 o 1781 1616 o 1616 1923 o 1923 1792 o 1792 1517 o 1517 1189 o 1189 o o o o o o 613 o 613 734 975 o 0 734 975 834 o 834 788 o 788 605 o 605 603 o 603 34 o 34 o o o 576 o 576 933 o 933 975 o 975 871 o 871 566 o 566 34 o 34 o o o 1478 o 1478 1189 o 1189 3898 o 3898 1709 o 1709 3830 o 3830 1767 o 1767 3888 o 3888 1763 o 1763 4904 o 4904 1476 o 1476 3154 o 3154 1169 o 1169 2498 o 2498 68 o 68 1654 o 1654 Traffix q 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue ~ Page 1 c:::J CJ c-J LJ c-J c::-J c-=J CJ CJ WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 3-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service . Intersection Base Future Change Dell VI Dell VI in LOS Veh C LOS Veh C # 1 Bald Hill Roadl Morris R~ad C 1 9 0 000 C 1 9 0 000 + 0 000 V/C # 2 Bald Hill Rd/Creek st/Yelm Ave B 13 3 0 546 B 13 3 0 546 + 0 000 DIV # 3 Vancil Road/Yelm Avenue B 10 1 0 652 B 10 1 0 652 + 0 000 DIV # 4 NE l03rd ST I Yelm Avenue F 1 3 0 000 F 1 3 0 000 + 0 000 V/C # 51st ST I Ye1m Avenue C 24 9 0 845 C 24 9 0 845 + 0 000 DIV # 6 Solberg ST I Ye1m Avenue E 1 2 0 000 E 1 2 0 000 + 0 000 V/C # 7 SR 507 Site Access D 1 2 0 000 D 1 2 0 000 + 0 000 V/C # 8 Bald Hill Road Site Access C o 5 0 000 C o 5 0 000 + 0 000 V/C Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue The TRANSPO Group, Inc. c=J c::J c-J L:=J CJ CJ CJ \ c=J CJ CJ WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 4-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Base Volume Alternative) ...**................***....**........*****.*****..***..**.******.............** Intersection #1 Bald Hill Roadl Morris Road ....***..**.**..***....****.**********.**...***..*.***************************** Average Delay (sec/veh) 1 9 Worst Case Level Of Service C *************.*********.******.********************.**************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T R L - T - R L - T - R ------------1---------------11---------------11---------------11---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 ------------,---------------11------_________11 u_____________II_______________1 Volume Module Base Vol 10 185 0 0 320 138 84 0 2 0 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 185 0 0 320 138 84 0 2 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 0 89 0 89 0 89 0 67 0 67 0 67 1 00 1 00 1 00 PHF Volume 11 195 0 0 360 155 125 0 3 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 11 195 0 0 360 155 125 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cyc1e/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx ><XXX xxxx xxxx xxxx xxxx PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cyc1/Car PCE xxxx xxxx ><XXX ><XXX ><XXX xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx ><XXX xxxx ><XXX xxxx xxxx xxxx Adj Vol 12 195 0 0 360 155 138 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time 2 1 XXX}( ><XXX>< ><XXX>< XXX}( ><XXX>< 3 4 XXX}( 2 6 ><XXX>< xxxx xxxxx Critical Gp 5 0 xxxx ><XXX>< ><XXX>< xxxx ><XXX>< 6 5 xxxx 5 5 xxxxx ><XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 515 xxxx ><XXX>< xxxx xxxx ><XXX>< 642 xxxx 437 xxxx xxxx xxxxx Potent Cap 975 ><XXX ><XXX>< XXX}( xxxx ><XXX>< 450 ><XXX 832 xxxx xxxx xxxxx Adj Cap 1 00 ><XXX ><XXX>< ><XXX xxxx ><XXX>< 0 99 ><XXX 1 00 ><XXX xxxx xxxxx Move Cap 975 ><XXX ><XXXX x><xx xxxx ><XXX>< 444 ><XXX 832 xxxx xxxx xxxxx ------------1---------------, 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 ><XXX ><XXX>< xxxxx xxxx ><XXX>< 11 3 XXX}( LOS by Move A . . Movement LT - LTR - RT Shared Cap xxxx XXX}( ><XXX>< Shrd StpDel xxxxx XXX}( ><xxxx Shared LOS . ApproachDe1 4 3 xxxxx xxxx xxxxx . LT - LTR - RT XXX}( XXX}( ><XXX>< XXXXX XXXX xxxxx LT - LTR - RT ><XXX 448 ><XXX>< xxxxx 11 2 xxxxx . C 11 1 LT - LTR - RT xxxx ><XXX xxxxx xxxxx ><XXX xxxxx . . o 2 o 0 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue Page 2 c=J CJ CJ c-J WP1FA CMD c-J ~ Wed Sep 17, 1997 13 13 38 CJ CJ c-J -------------------------------------------------------------------------------- Page 5-1 With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ******************************************************************************** Intersection #1 Bald Hill Road/ Morris Road ******************....*...***.*******.****************************************** Average Delay (sec/veh) 1 9 Worst Case Level Of Service C ***************...*.*.*....***************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 10 185 Growth Adj 1 00 1 00 1 Initial Bse 10 185 Added Vol 0 0 PasserByVo1 0 0 Initial Fut 10 185 User Adj 1 00 1 00 1 PHF Adj 0 95 0 95 0 PHF Volume 11 195 Reduct Vol 0 0 Final Vol 11 195 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cyc1/Car PCE xxxx xxxx Trck/Crnb PCE xxxx xxxx Adj Vol 12 195 Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 xxxxx xxxx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnf1ict Vol 515 xxxx xxxxx xxxx xxxx xxxxx 642 xxxx 437 xxxx xxxx xxxxx Potent Cap 975 xxxx xxxxx xxxx xxxx xxxxx 450 xxxx 832 xxxx xxxx xxxxx Adj Cap 1 00 xxxx xxxxx xxxx xxxx xxxxx 0 99 xxxx 1 00 xxxx xxxx xxxxx Move Cap 975 xxxx xxxxx xxxx xxxx xxxxx 444 xxxx 832 xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 xxxx xxxxx xxxxx xxxx xxxxx 11 3 xxxx LOS by Move A . · . Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDe1 xxxxx xxxx xxxxx Shared LOS . . . ApproachDe1 0 2 o 00 o o o o 00 95 o o o o o 1 00 o o o o 1 00 o 89 o o o 320 1 00 320 o o 320 1 00 o 89 360 o 360 0% xxxx xxxx xxxx xxxx 10 1 00 1 00 xxxx xxxx xxxx xxxx o 360 155 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx o 0 138 1 00 138 o o 138 1 00 o 89 155 o 155 84 1 00 84 o o 84 1 00 o 67 125 o 125 o 00 o o o o 1 00 o 67 o o o 2 00 2 o o 2 1 00 o 67 3 o 3 3 o 1 00 o o o o 1 00 1 00 o o o 0% xxxx xxxx xxxx xxxx 1 10 1 10 1 10 xxxx xxxx xxxx xxxx o 0 o 00 o o o o 1 00 1 00 o o o o 00 o o. o o 1 00 1 00 o o o 4 3 xxxxx xxxx xxxxx LT - LTR - RT xxxx xxxx xxxxx xxxxx ><XXX xxxxx . Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue o 0 The TRANS PO Group, Inc. 0% XXXX ><XXX XXXX xxxx 1 10 1 10 1 10 xxxx ><XXX XXXX ><XXX 138 0 LT - LTR - RT XXXX 448 XXXXX xxxxx 11 2 XXXXX C 11 1 o ~ c-J c-J LJ c:::-J CJ c-:J LJ c-:J c-J ) WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 6-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) _...*-.._.*._*.*._*..__..*.**_._*.._..*...*...*.*._..-_...**t.A*.*tAAA.........* Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue .._.*....A...*AA...._*_._._._*.*.*..*___*_.***.__*___.__._*...*_**._._.._._._._* Cycle (sec) Loss Time (sec) Optimal Cycle 100 3 (Y+R = 22 Critical Vol/Cap (X) 4 sec) Average Delay (sec/veh) Level Of Service o 546 13 3 B _._.*.._.*.......*_.._---.__.._*.._.-._.*_.__._*...._*-.-.**...---...--...-..... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L _ T _ R ------------1---------------1 1---------------1 1---------------1 1-----------____1 Control Protected Protected Protected Protected Rights Include Include Include InclUde Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------I---------------II-------h--h--II-----__________11_______________1 Volume Module Base Vol 241 7 30 36 21 20 45 510 426 52 539 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 241 7 30 36 21 20 45 510 426 52 539 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 259 8 32 72 42 40 51 580 484 57 592 24 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 259 8 32 72 42 40 51 580 484 57 592 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 259 8 32 72 42 40 51 580 484 57 592 24 ------------1---------------1 1---------------1 1---------------1 1------------___1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 88 0 88 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 20 0 80 1 00 0 51 0 49 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 334 1338 1805 905 862 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 14 0 02 0 02 0 04 0 05 0 05 0 03 0 31 0 30 0 03 0 31 0 01 Crit Moves .***' **-- _*.. _A_. Green/Cycle 0 26 0 13 0 13 0 22 0 08 0 08 0 05 0 56 0 56 0 06 0 57 0 57 Volume/Cap 0 55 0 18 0 18 0 18 0 55 0 55 0 55 0 54 0 53 0 54 0 55 0 03 ------------1---------------1 1---------------1 1---------------1 1------------___1 Level Of Service Module De1ay/Veh 21 5 25 1 User De1Adj 1 00 1 00 AdjDe1/Veh 21 5 25 1 Queue 6 0 o 25 1 1 00 25 1 1 20 6 1 00 20 6 2 31 5 1 00 31 5 1 31 5 1 00 31 5 1 34 7 1 00 34 7 2 9 3 1 00 9 3 10 9 3 1 00 9 3 9 33 7 1 00 33 7 2 9 1 1 00 9 1 10 6 0 1 00 6 0 o ----._--_._-------_.-.*------------**_.__._----*-*-___AA_*ft___.___A______.__.._* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 3 CJ LJ c-J CJ c:::-J CJ c-J c:J c=:J WP1FA.CMD Wed Sep 17, 1997 13 13 38 Page 7-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative *********************..********************************************************* Intersection #2 Bald Hill Rd/Creek st/Ye1m Avenue *************************************************************************.*.**** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------11---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and felt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 xxxx XXX>< 2 XXX>< XXX>< 2 f ( 1 t) Case 1 xxxx xxxx 1 XXX>< XXX>< 1 XXX>< XXX>< 1 XXX>< xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXX>< XXX>< 1 00 XXX>< ><XXX 1 00 Bus Stp Adj xxxx 1 00 1 00 ><XXX 1 00 1 00 XXX>< XXX>< 1 00 ><XXX ><XXX 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj ><XXX 0 88 0 88 ><XXX 0 93 0 93 XXX>< XXX>< 0 85 ><XXX ><XXX 0 85 LT Adj 0 95 ><XXX xxxxx 0 95 XXX>< xxxxx 0 95 ><XXX xxxxx 0 95 ><XXX xxxxx HCM Sat Adj 0 95 0 88 0 88 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 88 0 88 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group, Inc. c-J c-J c-J c-J c:-J CJ CJ c-J c-:J CJ WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 8-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *****************************************************.**********.*.***..***..*** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ****....***********..*.**.*******************************...******..*.**..*..*.* Cycle (sec) 100 Critical Vol/Cap (X) 0 546 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 13 3 Optimal Cycle 22 Level Of Service B ..*....****..****.*..*.*****....*.....*...*..**.***..***.***....*............... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------, 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------11---------------11---------------11------------___1 Volume Module Base Vol 241 7 30 36 21 20 45 510 426 52 539 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 241 7 30 36 21 20 45 510 426 52 539 22. Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVo1 0 0 0 0 0 0 0 0 0 0 0 0, Initial Put 241 7 30 36 21 20 45 510 426 52 539 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 259 8 32 72 42 40 51 580 484 57 592 24 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 259 8 32 72 42 40 51 580 484 57 592 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 259 8 32 72 42 40 51 580 484 57 592 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 88 0 88 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 20 0 80 1 00 0 51 0 49 1 00 100 1 00 1 00 1 00 1 00 Final Sat 1805 334 1338 1805 905 862 1805 1900 1615 1805 1900 1615 ------------1---------------1 I--------------~I 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 14 0 02 0 02 0 04 0 05 0 05 0 03 0 31 0 30 0 03 0 31 0 01 Crit Moves .*** **** ***. *..* Green/Cycle 0 26 0 13 0 13 0 22 0 08 0 08 0 05 0 56 0 56 0 06 0 57 0 57 Volume/Cap 0 55 0 18 0 18 0 18 0 55 0 55 0 55 0 54 0 53 0 54 0 55 0 03 ------------1---------------1 1---------------, 1---------------1 1-------------__1 Level Of Service Module Delay/Veh 21 5 25 1 25 1 20 6 31 5 31 5 34 7 9 3 9 3 33 7 9 1 6 0 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 21 5 25 1 25 1 20 6 31 5 31 5 34 7 9 3 9 3 33 7 9 1 6 0 Queue 6 0 1 2 1 1 2 10 9 2 10 0 **.*******..******.***********..****.******.*************.**.****.***....*.**.** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 4 c=J CJ c=-J c::J c=J CJ CJ ~ CJ WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 9-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #2 Bald Hill Rd/Creek st/Ye1m Avenue ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 I-----~---------I 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rtl Case xxxx 5 5 xxxx 5 5 xxxx xxxx 2 xxxx xxxx 2 f ( 1 t l Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 88 0 88 xxxx 0 93 0 93 xxxx xxxx LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx HCM Sat Adj 0 95 0 88 0 88 0 95 0 93 0 93 0 95 1 00 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 do 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 88 0 88 0 95 0 93 0 93 0 95 1 00 ------------1---------------11---------------11 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 *********.************************************************t********************* .1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx xxxx 1 00 xxxx xxxx 1 00 1 00 1 00 o 85 xxxx xxxx xxxxx 0 95 xxxx o 85 0 95 1 00 1 00 1 00 1 00 1 00 1 00 1 00 o 85 0 95 1 00 II 1 00 1 00 1 00 1 00 1 00 1 00 o 85 xxxxx o 85 1 00 1 00 o 85 I Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANSPO Group, Inc. 12 c-J c::-J c-J CJ c=J c:J c::-J c:::J c:::-J c=J WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 10-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ****************.******************************************************...*..... Intersection #3 Vancil Road/Ye1m Avenue ********************************************************.*************..*.*..... Cycle (see) 85 Critical Vol/Cap (Xl 0 652 Loss Time (sec) 3 (Y+R = 9 see) Average Delay (sec/vehl 10 1 Optimal Cycle 27 Level Of Service B ****************************************.***********.*********.*.*.............. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 1 65 125 762 5 0 649 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00' PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86. PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 15 0 19 235 1 76 142 866 6 0 755 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Crit Moves Green/Cycle Volume/Cap o .... o 03 0 00 o 65 0 00 1--------- Level Of Service Module De1ay/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 User De1Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDe1/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 Queue 1 0 1 5 0 2 4 11 0 0 12 1 *************************************************************.*************...** o 03 0 20 0 20 o 65 0 65 0 65 II o 20 0 12 0 73 0 73 0 00 0 61 0 61 o 23 0 65 0 63 0 63 0 00 0 65 0 10 ----11---------------11---------------1 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 5 c=J CJ ~ CJ CJ CJ CJ c:J c::J WP1FA.CMD Wed Sep 17, 1997 13 13 38 Page 11-1 -------------------------------------------------------~------------------------ With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative *********************************.********************************************** Intersection #3 Vancil Road/Ye1m Avenue **********************************************************.********************* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 11 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT xxxx T R #LnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case 7 xxxx 7 xxxx xxxx 2 xxxx 5 5 xxxx XXX>< 2 f (It) Case 4 xxxx 4 4 4 XXX>< 1 XXX>< XXX>< XXX>< XXX>< XXX>< ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 XXX>< 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 Hev Veh Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 Grade Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 Parking Adj 1 00 XXX>< 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 XXX>< XXX>< 1 00 Bus Stp Adj 1 00 xxxx 1 00 xxxx XXX>< 1 00 xxxx 1 00 1 00 XXX>< XXX>< 1 00 Area Adj 1 00 XXX>< 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX>< 1 00 1 00 RT Adj 0 82 XXX>< 0 82 XXX>< xxxx 0 85 XXX>< 1 00 1 00 xxxx XXX>< 0 85 LT Adj 0 98 XXX>< 0 98 0 95 0 95 xxxxx 0 95 XXX>< xxxxx XXX>< XXX>< xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 .******************************************************************************* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue The TRANS PO Group, Inc. c-J c::-:J c=-J CJ CJ CJ CJ CJ CJ ~ ') I I WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 12-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) **************************.******************************************...*.****** Intersection #3 Vancil Road/Ye1m Avenue **********************************************************************.***.***** Cycle (see) 85 Critical Vol/Cap (X) 0 652 Loss Time (see) 3 (Y+R = 9 see) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B *******.*.****...********************...****....****..******.....****....****... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L _ T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 11 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 1 65 125 762 5 0 649 85 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0- PasserByVo1 0 0 0 0 0 0 0 0 0 0 0 0: Initial Fut 10 0 13 200 1 65 125 762 5 0 649 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 15 0 19 235 1 76 142 866 6 0 755 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------I--------~------II---------------II---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ---------~--I---------------II---------------II---------------11---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Crit Moves **** **.* **** .... Green/Cycle 0 03 0 00 0 03 0 20 0 20 0 20 0 12 0 73 0 73 0 00 0 61 0 61 Volume/Cap 0 65 0 00 0 65 0 65 0 65 0 23 0 65 0 63 0 63 0 00 0 65 0 10 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Level Of Service Module Delay/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 Queue 1 0 1 5 0 2 4 11 0 0 12 1 *****.****.***t**.*.*...**********.****.***..**..**....**.....***..............* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 6 CJ c:=J. c-J CJ c:-J CJ CJ CJ WP1FA.CMD Wed Sep 17, 1997 13 13 38 CJ With~project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Page 13-1 -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ..**************..****************************************.*.****.************** Intersection #3 Vancil Road/Yelm Avenue ..**...***************...****..**..****.*.*.*....****.....--.-.-..-----.-.-..-... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT xxxx T R #LnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case 7 xxxx 7 xxxx xxxx 2 xxxx 5 5 xxxx xxxx 2 f (It) Case 4 xxxx 4 4 4 xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 Hev Veh Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 Grade Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 Parking Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx Bus Stp Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx Area Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 RT Adj 0 82 xxxx 0 82 xxxx xxxx 0 85 xxxx 1 00 1 00 xxxx xxxx LT Adj 0 98 xxxx 0 98 0 95 0 95 xxxxx 0 95 xxxx xxxxx xxxx xxxx HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 ------------1---------------11---------------11---------------11 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 ******************************..************************************************ Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group, Inc. 1 00 1 00 1 00 1 00 1 00 1 00 o 85 xxxxx o 85 1 00 1 00 o 85 1 12 c-=J CJ c:-J LJ WPIFA CMD c:J c::J c-J c:=J 'j c=J CJ Wed Sep 17, 1997 13 13 38 Page 14-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access ----------------_________a______________________________________________________ Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #4 NE 103rd ST / Yelm Avenue ******************************************************************************** Average Delay (sec/veh) 1 3 Worst Case Level Of Service F ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L _ T _ R ------------1---------------1 1---------------1 1---------------1 I------~---~____I Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Volume Module Base Vol 0 0 0 11 0 89 88 922 0 0 824 10 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 0 11 0 89 88 922 0 0 824 10 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 0 88 0 88 0 88 0 92 0 92 0 92 0 91 0 91 0 91 PHF Volume 0 0 0 13 0 101 96 1002 0 0 905 11 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0-. Final Vol 0 0 0 13 0 101 96 1002 0 0 905 11'~ ------------1---------------1 1---------------1 1---------------1 I-----------____~ Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx' xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 0 0 0 14 0 111 105 1002 0 0 905 11 ------------1---------------1 1---------------1 1---------------1 1------------___1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx ------------1---------------11 Capacity Module Cnflict Vol xxxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx Adj Cap xxxx xxxx xxxxx 0 Move Cap xxxx xxxx xxxxx ------------1---------------, 1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx o 0 3 4 xxxx 6 5 xxxx 2009 73 83 61 xxxx xxxx xxxx XXxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx 5 5 5 0 xxxx xxxxx xxxxx xxxx xxxxx 11---------------11---------------1 911 916 xxxx xxxxx xxxx xxxx xxxxx 4'78 627 xxxx xxxxx xxxx xxxx xxxxx 1 00 lob xxxx xxxxx xxxx xxxx xxxxx 478 627 xxxx xxxxx xxxx xxxx xxxxx II-------------h 11-------________1 6 8 xxxx B LT - LTR xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx . . - RT xxxxx xxxxx LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx . . . 74 8 xxxx 9 5 F . B LT - LTR - RT xxxx xxxx xxxxx =xx xxxx xxxxx 16 7 o 6 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bel1evue Page 7 [ j c=J L_J c:=J WP1FA.CMD LJ C~ Wed Sep 17, 1997 13 13 38 CJ CJ Page 15-1 CJ -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) **************************..****************************~*************.********* Intersection #4 NE 103rd ST / Ye1m Avenue ******************************************************************************** Average Delay (sec/veh) 1 3 Worst Case Level Of Service F *****************************************************.************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 Growth Adj 1 00 1 00 1 Initial Bse 0 0 Added Vol 0 0 PasserByVol 0 0 Initial Fut 0 0 User Adj 1 00 1 00 1 PHF Adj 1 00 1 00 1 PHF Volume 0 0 Reduct Vol 0 0 Final Vol 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 0 0 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 xxxx 5 5 5 0 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx 2009 xxxx 911 916 xxxx xxxxx xxxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx 73 xxxx 478 627 xxxx xxxxx xxxx xxxx xxxxx Adj Cap xxxx xxxx xxxxx 0 83 xxxx 1 00 1 00 xxxx xxxxx xxxx xxxx xxxxx Move Cap ><XXX xxxx xxxxx 61 ><XXX 478 627 xxxx xxxxx ><XXX xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move * * * Movement LT - LTR - RT Shared Cap ><XXX ><XXX xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS ApproachDel o 0 o 00 o o o o 00 00 o o o 11 0 1 00 1 00 11 0 o 0 o 0 11 0 1 00 1 00 o 88 0 88 13 0 o 0 13 0 89 00 89 o o 89 1 00 o 88 101 o 101 88 922 1 00 1 00 88 922 o 0 o 0 88 922 1 00 1 00 092092 96 1002 o 0 96 1002 o 1 00 o o o o 1 00 o 92 o o o o o 1 00 o o o o 1 00 o 91 o o o 0% XXX)( xxxx xxxx xxxx 1 10 1 00 1 00 ><XXX ><XXX xxxx ><XXX o 905 11 824 1 00 824 o o 824 1 00 o 91 905 o 905 10 1 00 10 o o 10 1 00 o 91 11 o 11 74 8 ><XXX 9 5 F . B LT - LTR - RT xxxX ><XXX xxxxx xxxxx XXX)( xxxxx 6 8 xxxx xxxxx xxxxx ><XXX xxxxx B * * LT - LTR - RT XXX)( xxxx xxxxx xxxxx xxxx xxxxx 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 XXX)( XXX)( XXX)( xxxx 105 1002 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx o 6 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue o 0 The TRANS PO Group, Inc. o 0% XXX)( XXX)( XXX)( XXX)( 10 1 10 1 10 XXX)( XXX)( ><XXX ><XXX 14 0 111 16 7 CJ c=J c=J CJ CJ CJ c::J CJ --'\ CJ c:=J WPIFA CMD Wed Sep 17, 1997 13 13 38 Page 16-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ............*..........*.*.***.........***.......*........*..**.*...*........... Intersection *5 1st ST / Yelm Avenue .......***........*.*.......**.....*......................***...*....******..... Cycle (sec) 100 Critical Vol leap (X) 0 845 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C ....****.............................................................*.......... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L _ T _ R ------------1---------------1 1---------------1 1---------------1 1-----------____1 Control Protected Protected Protected Protected Rights InclUde Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 O' 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------11---------------11---------------11-------________1 Volume Module Base'Vo1 166 95 215 Growth Adj 1 00 1 00 1 00 1 Initial Bse 166 95 215 User Adj 1 00 1 00 1 00 1 PHF Adj 0 82 0 82 0 82 0 PHF Volume 202 116 262 Reduct Vol 0 0 0 Reduced Vol 202 116 262 PCE Adj 1 00 1 00 1 00 1 MLF Adj 1 00 1 00 1 00 1 Final Vol 202 116 262 ------------1---------------11 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 89 0 11 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------I---------------II----------u---II---------______11_______________1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 45 0 45 0 10 0 34 0 34 Crit Moves .... *.*. .... **** Green/Cycle 0 15 0 26 0 26 0 05 0 16 0 16 0 14 0 54 0 54 0 12 0 52 0 52 Volume/Cap 0 76 0 85 0 85 0 85 0 76 0 76 0 65 0 85 0 85 0 85 0 65 0 65 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Level Of Service Module Delay/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 Queue 6 4 8 3 3 4 5 19 3 6 12 1 ...........*...*..........................*..*.*...*.*....*..................... o 65 00 65 00 85 76 o 76 00 00 76 70 00 70 1 00 o 85 82 o 82 1 00 1 00 82 113 156 695 89 180 573 35 1 00 1 00 1 00 1 00 1 00 1 00 1 00 113 156 695 89 180 573 35 1 00 1 00 1 00 1 00 1 00 1 00 1 OOe o 85 0 93 0 93 0 93 0 96 0 96 0 9& 133 168 747 96 188 597 36 000 000 0 133 168 747 96 188 597 36 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 133 168 747 96 188 597 36 11---------------11---------------1 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue Page 8 c:J CJ c-J. c=J CJ CJ CJ c=J c-J WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 17-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ******************..************************************************************ Intersection #5 1st ST / Yelm Avenue ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT IILnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case ><XXX 5 5 ><XXX 5 5 ><XXX 5 5 ><XXX 5 5 f ( It) Case 1 ><XXX ><XXX 1 ><XXX ><XXX 1 ><XXX ><XXX 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj ><XXX 1 00 1 00 xxxx 1 00 1 00 ><XXX 1 00 1 00 xxxx 1 00 1 00 Bus Stp Adj ><XXX 1 00 1 00 xxxx 1 00 1 00 ><XXX 1 00 1 00 xxxx 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 0 91 ><XXX 0 98 0 98 xxxx 0 99 0 99 LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 ><XXX xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. c-J C_J ~ CJ CJ c=:J CJ CJ CJ CJ WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 18-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 1st ST I Yelm Avenue ******************************************************************************** Cycle (sec) 100 Critical Vol ICap (X) 0 845 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L _ T _ R ------------1---------------11---------------11---------------11------_________1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------11---------------11---------------11--------..______1 Volume Module Base Vol 166 95 215 65 70 113 156 695 89 180 573 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 695 89 180 573 35 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0, PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 166 95 215 65 70 113 156 695 89 180 573 35, User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96 PHF Volume 202 116 262 76 82 133 168 747 96 188 597 36 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 202 116 262 76 82 133 168 747 96 188 597 36 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 747 96 188 597 36 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 89 0 11 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------1---------------1 1---------------1 1---------------1 1-----------____1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 45 0 45 0 10 0 34 0 34 Crit Moves **** **** **** **** Green/Cycle 0 15 0 26 0 26 0 05 0 16 0 16 0 14 0 54 0 54 0 12 0 52 0 52 Volume/Cap 0 76 0 85 0 85 0 85 0 76 0 76 0 65 0 85 0 85 0 85 0 65 0 65 ------------1---------------1 1---------------1 1---------------1 1-------------__1 Level Of Service Module Delay/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 Queue 6 4 8 3 3 4 5 19 3 6 12 1 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 9 CJ LJ c:J c-J CJ c:=J CJ CJ c:::-:J WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 19-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #5 1st ST / Ye1m Avenue ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT IILnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------, 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 xxxx 5 5 xxxx 5 5 f ( 1 t) Case 1 xxxx xxxx 1 xxxx xxxx 1 XXX}( xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 0 91 xxxx 0 98 0 98 xxxx 0 99 0 99 LT Adj 0 95 xxxx xxxxx 0 95 XXX}( xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 i 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 B5 0 B5 0 B5 0 B5 0 B5 0 85 0 85 0 85 0 B5 0 B5 0 B5 0 B5 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be1levue The TRANSPO Group, Inc. LJ c::J c=J c:=J c:=J CJ c=J CJ c:=J CJ WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 20-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Solberg ST / Yelm Avenue ******************************************************************************** Average Delay (sec/veh) 1 2 Worst Case Level Of Service E ***************************************111***********************111******..******** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------11---------------11---------------11------_________1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 1! 0 0 0 0 l! 0 0 0 0 11 0 0 ------------1---------------1 1---------------1 1---------------1 1.-------------__1 Volume Module Base Vol 14 3 14 6 1 3 20 B51 60 25 569 11 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 14 3 14 6 1 3 20 851 60 25 569 11 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 0 83 0 83 0 83 0 93 0 93 0 93 0 B7 0 B7 0 B7 PHF Volume 21 5 21 7 1 4 22 915 65 29 654 13 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 O~ Final Vol 21 5 21 7 1 4 22 915 65 29 654 13' ------------1---------------11--------------_11________h_____II_______________1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXX}( % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cyc1/Car PCE xxxx xxxx xxxx xxxx xxxx XXX}( xxxx XXX}( Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXX}( Adj Vol 23 5 23 8 1 4 24 915 65 32 654 13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1660 1664 947 1671 1690 660 667 xxxx xxxxx 9BO xxxx xxxxx Potent Cap 116 146 459 114 142 641 825 xxxx xxxxx 5B5 xxxx xxxxx Adj Cap 0 B7 0 B5 1 00 0 81 0 85 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 101 124 459 93 120 641 825 xxxx xxxxx 585 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1------------___1 Level Of Service Module Stopped Del 45 1 30 1 B 2 42 0 30 2 5 6 4 5 xxxx xxxxx 6 5 xxxx xxxxx LOS by Move . . . . . . A . . B . . Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR _ RT Shared Cap xxxx 160 xxxxx xxxx 129 xxxxx xxxx xxxx xxxxx XXX}( xxxx xxxxx Shrd StpDel xxxxx 31 7 xxxxx xxxxx 30 8 xxXxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS 111 E * 111 E 111 111 * * * . .. ApproachDel 27 0 29 9 0 1 0 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bel1evue Page 10 CJ c::::::::J CJ c:=J CJ c=:J CJ LJ CJ CJ CJ c-J c::J LJ ~. LJ c-J c::J CJ WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 21-1 WP1FA CMD Wed Sep 17, 1997 13 13 38 Page 22-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) *********************...******************************************************** Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Base Volume Alternative) *******************************.**********************.******..****.************ Intersection #6 Solberg ST / Ye1m Avenue ********************************************.***********.*******.****.********** Intersection #7 SR 507 Site Access ****.*..***.*..****.************.****************************.**.*.*....*......* Average Delay (sec/veh) 1 2 Worst Case Level Of Service E ****.*************..*.............***.*...*..*****..****.**.***********...*.*..* Average Delay (sec/veh) 1 2 Worst Case Level Of Service D **.*******.**********************.*********************.**********.**..**......* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 11 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 14 3 Growth Adj 1 00 1 00 1 Initial Bse 14 3 Added Vol 0 0 PasserByVo1 0 0 Initial Fut 14 3 User Adj 1 00 1 00 1 PHF Adj 0 66 0 66 0 PHF Volume 21 5 Reduct Vol 0 0 Final Vol 21 5 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cyc1/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 23 5 23 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx Xxxxx 5 0 xxxx xxxxx ------------1---------------1 ,---------------1 1---------------1 1---------------1 Capacity Module Cnf1ict Vol 1660 1664 947 1671 1690 660 667 xxxx xxxxx 980 xxxx xxxxx Potent Cap 116 146 459 114 142 641 825 xxxx xxxxx 585 xxxx xxxxx Adj Cap 0 87 0 85 1 00 0 81 0 85 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 101 124 459 93 120 641 825 xxxx xxxxx 585 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 45 1 30 1 LOS by Move Movement Shared Cap Shrd StpDe1 Shared LOS ApproachDe1 Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights InclUde Include Include Include Lanes 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 40 0 30 0 0 0 0 536 40 30 573 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 40 0 30 0 0 0 0 536 40 30 573 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 90 0 90 0 90 1 00 1 00 1 00 1 00 0 90 0 90 0 90 0 90 0 90 PHF Volume 44 0 33 0 0 0 0 596 44 33 637 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 44 0 33 0 0 0 0 596 44 33 637 0 -----~------L---------------I 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 49 0 37 ------------1---------------1 I Critical Gap Module MoveUp Time 3 4 xxxx 2 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 xxxx 5 5 xxxxx xxxx xxxxx XXXXX xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------11 ~--------------II---------------II---------------I Capacity Module Cnflict Vol 1288 xxxx 618 xxxx xxxx xxxxx xxxx xxxx xxxxx 640}(XXX xxxxx poten t Cap 190 xxxx 673 XXXX}(XXX xxxxx }(XXX}(XXX xxxxx 849}(XXX xxxxx Adj Cap 0 93 xxxx 1 00 }(XXX xxxx xxxxx XXXX}(XXX xxxxx 1 00 }(XXX xxxxx Move Cap 177 xxxx 673 xxxx xxxx xxxxx xxxx xxxx xxxxx 849}(XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1-------------__1 Level Of Service Module Stopped Del 27 1 xxxx 5 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move D · B Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS ApproachDe1 14 00 14 o o 14 00 66 21 o 21 6 1 00 6 o o 6 1 00 o 83 7 o 7 1 1 00 1 o o 1 1 00 o 83 1 o 1 3 1 00 3 o o 3 1 00 o 83 4 o 4 20 1 00 20 o o 20 1 00 o 93 22 o 22 851 1 00 851 o o 851 1 00 o 93 915 o 915 60 1 00 60 o o 60 1 00 o 93 65 o 65 25 1 00 25 o o 25 1 00 o 87 29 o 29 569 1 00 569 o o 569 1 00 o 87 654 o 654 11 1 00 11 o o 11 1 00 o 87 13 o 13 0% XXX}( xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx XXX}( o 0 0% 0% xxxx xxxx xxxx xxxx xxxx xxxx xxxx }(XXX 10 1 00 1 00 1 10 1 00 1 00 xxxx xxxx }(XXX }(XXX xxxx xxxx }(XXX}(XXX o 0 596 44 37 637 0 11---------------11---------------1 0% }(XXX }(XXX }(XXX }(XXX 10 1 10 1 10 }(XXX }(XXX }(XXX }(XXX 8 1 0% }(XXX }(XXX }(XXX xxxx 1 10 1 00 1 00 }(XXX xxxx }(XXX xxxx 24 915 65 0% }(XXX xxxx xxxx }(XXX 1 10 1 00 1 00 xxxx xxxx xxxx }(XXX 32 654 13 4 B 2 4 4 }(XXX xxxxx A" LT - LTR - RT xxxx }(XXX xxxxx xxxxx }(XXX xxxxx . . . 42 0 30 2 5 6 4 5 xxxx xxxxx A . . LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx 6 5 XXXX B LT - LTR xxxx xxxx xxxxx xxxx xxxxx LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx XXXX xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LT - LTR }(XXX 160 xxxxx 31 7 E 27 0 - RT xxxxx xxxxx LT - LTR - RT xxxx 129 xxxxx xxxxx 30 8 xxxxx E . 29 9 - RT xxxxx xxxxx 17 9 o 0 o 0 o 2 o o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue The TRANSPO Group, Inc. Page 11 CJ CJ CJ CJ WP1FA.CMD CJ LJ c-J Wed Sep 17. 1997 13 13 38 c-=J Page 23-1 c-J -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ...****...**...**..***.**..*****.............**............***......*.....*..... Intersection #7 SR 507 Site Access ..***....***.*****............**..****................*....*****.*.*.**.*.****.* Average Delay (sec/veh) 1 2 Worst Case Level Of Service D ....***......**.******....***..***........................**.................... 5 6 B - RT xxxxx xxxxx 30 00 30 o o 30 00 90 33 o 33 o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 o 1 00 o o o o 1 00 1 00 o o o o 536 1 00 1 00 o 536 o 0 o 0 o 536 1 00 1 00 1 00 0 90 o 596 o 0 o 596 0% xxxx xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx xxxx o 0 o 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx o 596 44 xxxxx xxxx xxxxx 'XXXXX xxxx xxxxx 40 1 00 40 o o 40 1 00 o 90 44 o 44 30 1 00 30 o o 30 1 00 o 90 33 o 33 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 37 637 4 4 xxxx A LT - LTR - RT LT - LTR - RT LT - LTR XXX){ xxxx xxxxx xxxx xxxx xxxxx x.xxx){XXX xxxxx .XXXX xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17 9 Traffix 6 o 0 o 0 573 1 00 573 o o 573 1 00 o 90 637 o 637 o 1 00 o o o o 1 00 o 90 o o o xxxxx - RT xxxxx xxxxx 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Be1levue o 2 The TRANSPO Group, Inc. o CJ c=-J CJ CJ CJ WP1FA CMD c::J c::J Wed Sep 17, 1997 13 13 38 c=J CJ c=J , ! I -------------------------------------------------------------------------------- Page 24-1 With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Base Volume Alternative) ****************************************************************************.*** Intersection #8 Bald Hill Road Site Access ***************************************************************************.**** Average Delay (sec/veh) 0 5 Worst Case Level Of Service C ************************************************************************.******* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T _ R ------------1---------------1 1---------------1 1---------------1 1--------------_1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 I-------~-------I Volume Module Base Vol 0 268 16 18 491 0 0 0 0 24 0 10 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 268 16 18 491 0 0 0 0 24 0 10 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Volume 0 268 16 18 491 0 0 0 0 24 0 10 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 268 16 18 491 0 0 0 0 24 0 10 ------------1---------------11---------------11---------------11-------________1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cyc1/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 0 268 16 20 491 0 0 0 0 26 0 11 ------------1---------------1 1---------------1 1---------------1 1--------------_1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 Critical Gp xxxxx xxxx xxxxx 5 0 xxxx xxxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx 284 Potent Cap xxxx xxxx xxxxx 1255 Adj Cap xxxx xxxx xxxxx 1 00 Move Cap xxxx xxxx xxxxx 1255 ------------1---------------1 I Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move Movement Shared Cap Shrd StpDe1 Shared LOS ApproachDel LT - LTR xxxx xxxx xxxxx xxxx * 2 9 xxxx A * - RT LT - LTR xxxxx xxxx xxxx xxxxx xxxxx XXxx Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 1 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 40 0 Growth Adj 1 00 1 00 1 Initial Bse 40 0 Added Vol 0 0 PasserByVo1 0 0 Initial Fut 40 0 User Adj 1 00 1 00 1 ,PHF Adj 0 90 0 90 0 PHF Volume 44 0 Reduct Vol 0 0 Final Vol 44 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Crnb PCE xxxx xxxx Adj Vol 49 0 37 Critical Gap Module MoveUp Time 3 4 xxxx 2 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 xxxx 5 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnf1 i ct Vol 12 88 xxxx 618 xxxx xxxx xxxxx xxxx xxxx xxxxx 640 xxxx xxxxx Potent Cap 190 xxxx 673 xxxx xxxx xxxxx xxxx xxxx xxxxx 849 xxxx xxxxx Adj Cap 0 93 xxxx 1 00 xxxx xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxx Move Cap 177 xxxx 673 xxxx xxxx xxxxx xxxx xxxx xxxxx 849 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 27 1 xxxx LOS by Move D * Movement LT - LTR Shared Cap xxxx xxxx Shrd StpDel xxxxx xxxx Shared LOS ApproachDe1 o 0 xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 785 xxxx 276 xxxxx xxxx xxxx xxxxx 372 xxxx 1003 xxxxx xxxx xxxx xxxxx 0 98 xxxx 1 00 xxxxx xxxx xxxx xxxxx 364 xxxx 1003 11---------------11---------------1 xxxxx xxxxx xxxx xxxxx * - RT LT - LTR xxxxx xxxx xxxx xxxxx xxxxx XXX){ o 1 - RT xxxxx Xxxxx * 10 6 xxxx C * LT - LTR xxxx xxxx xxxxx xxxx 3 6 A - RT xxxxx xxxxx * o 0 8 6 Traffix 6 B 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 12 c::::J c:=:J c::::J c-:J WP1FA.CMD CJ ~ CJ c-J c-J Wed Sep 17, 1997 13 13 38 Page 25-1 -------------------------------------------------------------------------------- With-project Conditions Scenario 1- Full access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ***********************************...**********...******........**.*****..***.. Intersection #8 Bald Hill Road Site Access ....***.****.******...******..****............................***...**........*. Average Delay (sec/veh) 0 5 Worst Case Level Of Service C ********************..*******..******...**...***********....***.............**.. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 ------------1---------------11---------------11----____h_____II_____________h 1 Volume Module Base Vol 0 268 16 Growth Adj 1 00 1 00 1 00 Initial Bse 0 268 16 Added Vol 0 0 0 PasserByVol 0 0 0 Initial Fut 0 268 16 User Adj 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 PHF Volume 0 268 16 Reduct Vol 0 0 0 Final Vol 0 268 16 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Crnb PCE xxxx xxxx Adj Vol 0 268 16 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 2 1 ><XXX xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 Critical Gp xxxxx ><XXX xxxxx 5 0 ><XXX xxxxx xxxxx ><XXX xxxxx 6 5 ><XXX 5 5 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol ><XXX ><XXX xxxxx 284 ><XXX xxxxx ><XXX ><XXX xxxxx 785 ><XXX 276 Potent Cap ><XXX ><XXX xxxxx 1255 ><XXX xxxxx ><XXX xxxx xxxxx 372 ><XXX 1003 Adj Cap ><XXX ><XXX xxxxx 1 00 ><XXX xxxxx ><XXX xxxx xxxxx 0 98 ><XXX 1 00 Move Cap ><XXX ><XXX xxxxx 1255 ><XXX xxxxx ><XXX xxxx xxxxx 364 xxxx 1003 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx ><XXX xxxxx 2 9 ><XXX xxxxx xxxxx xxxx xxxxx 10 6 ><XXX 3 6 LOS by Move · · · A . . . . . C . A Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap ><XXX ><XXX xxxxx ><XXX ><XXX xxxxx ><XXX xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel xxxxx ><XXX xxxxx xxxxx ><XXX xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS * . * . . * . . . . ApproachDel 0 0 0 1 0 0 18 1 00 18 o o 18 1 00 1 00 18 o 18 491 1 00 491 o o 491 1 00 1 00 491 o 491 o 1 00 o o o o 00 00 o o o o 0 1 00 1 00 o 0 o 0 o 0 o 0 00 1 00 00 1 00 o 0 o 0 o 0 o 1 00 o o o o 00 00 o o o 24 00 24 o o 24 1 00 1 00 24 o 24 o 00 o o o o 00 00 o o o 10 1 00 10 o o 10 00 00 10 o 10 0% xxxx ><XXX ><XXX ><XXX 10 1 00 1 00 xxxx ><XXX xxxx ><XXX 20 491 0% xxxx xxxx xxxx xxxx 1 10 1 10 1 10 ><XXX xxxx xxxx xxxx o 0 0% ><XXX ><XXX ><XXX ><XXX 10 1 10 1 10 ><XXX xxx>< ><XXX ><XXX 26 0 11 o o Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group. Bellevue 8 6 The TRANS PO Group, Inc. CJ CJ CJ LJ CJ r:=J CJ c=J CJ CJ -"...;-.., Page 13 o o o o o o c c c c c c c c c o 1998 With-Project Conditions Scenano 2 n LJ c c c=J ~. c=J CJ c-J c-J CJ CJ c::-J LJ [J LJ [J c=J c=J c=J c=J c=J c=J WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 1-1 -------------------------------------------------------------------------------- WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report -------------------------------------------------------------------------------- Link Volume Report Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 Bald Hill Road/ Morris Road Base 12 185 0 0 314 136 84 0 2 0 0 0 733 #1 Bald Hill Road/ Morris Road Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 197 316 513 450 269 719 86 148 234 0 0 0 1466 Total 12 185 0 0 314 136 84 0 2 0 0 0 733 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 197 316 513 450 269 719 86 148 234 0 0 0 1466 #2 Bald Hill Rd/Creek st/Ye1m Avenue Base 262 7 38 49 19 20 45 510 426 52 518 22 1968 #2 Bald Hill Rd/Creek st/Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 307 497 804 88 74 162 981 800 1781 592 597 1189 3936 Total 262 7 38 49 19 20 45 510 426 52 518 22 1968 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 307 497 804 88 74 162 981 800 1781 592 597 1189 3936 #3 Vancil Road/Ye1m Avenue Base 10 0 13 200 1 65 125 762 5 0 649 85 1915 #3 Vancil Road/Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 23 6 29 266 210 476 892 724 1616 734 975 1709 3830 Total 10 0 13 200 1 65 125 762 5 0 649 85 1915 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 23 6 29 266 210 476 892 724 1616 734 975 1709 3830 #4 NE 103rd ST / Ye1m Avenue Base 0 0 0 11 0 89 88 922 0 0 824 10 1944 #4 NE 103rd ST / Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 100 98 198 1010 913 1923 834 933 1767 3888 Total 0 0 0 11 0 89 88 922 0 0 824 10 1944 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 100 98 198 1010 913 1923 834 933 1767 3888 #5 1st ST / Ye1m Avenue Base 166 95 215 65 70 113 156 695 89 180 573 35 2452 #5 1st ST / Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 476 339 815 248 286 534 940 852 1792 788 975 1763 4904 Total 166 95 215 65 70 113 156 695 89 180 573 35 2452 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 476 339 815 248 286 534 940 852 1792 ?B8 975 1763 4904 #6 Solberg ST / Ye1m Avenue Base 14 3 14 6 1 3 20 851 60 25 569 11 1577 #6 Solberg ST / Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 8ase 31 86 117 10 34 44 931 586 1517 605 871 1476 3154 Total 14 3 14 6 1 3 20 851 60 25 569 11 1577 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 31 86 117 10 34 44 931 586 1517 605 871 1476 3154 #7 SR 507 Site Access Base 0 0 63 0 0 0 0 519 78 0 592 0 1252 #7 SR 507 Site Access Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 63 78 141 0 0 0 597 592 1189 592 582 1174 2504 Total 0 0 63 0 0 0 0 519 78 0 592 0 1252 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 63 78 141 0 0 0 597 592 1189 592 582 1174 2504 #8 Bald Hill Road Site Access Base 0 257 27 0 507 0 0 0 0 0 0 42 833 #8 Bald Hill Road Site Access Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 284 507 791 507 299 806 0 0 0 42 27 69 1666 Total 0 257 27 0 507 0 0 0 0 0 0 42 833 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 284 507 791 507 299 806 0 0 0 42 27 69 1666 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be1levue Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue The TRANS PO Group, Inc. Page 1 c::J CJ CJ CJ LJ CJ c:=J' c=J CJ WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 3-1 -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ De1/ V/ in LOS Veh C LOS Veh C # 1 Bald Hill Road/ Morris Road C 1 9 0 000 C 1 9 0 000 + 0 000 V/C # 2 Bald Hill Rd/Creek st/Ye1m Ave B 13 8 0 554 B 13 8 0 554 + 0 000 D/V # 3 Vancil Road/Ye1m Avenue B 10 1 0 652 B 10 1 0 652 + 0 000 D/V # 4 NE 103rd ST / Yelm Avenue F 1 3 0 000 F 1 3 0 000 + 0 000 V/C # 51st ST / Yelm Avenue C 24 9 0 845 C 24 9 0 845 + 0 000 D/V # 6 Solberg ST / Yelm Avenue E 1 2 0 000 E 1 2 0 000 + 0 000 V/C # 7 SR 507 Site Access B o 3 0 000 B o 3 0 000 + 0 000 V/C # 8 Bald Hill Road Site Access A o 2 0 000 A o 2 0 000 + 0 000 V/C Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue The TRANS PO Group, Inc. CJ c=J CJ c::=:J c::J CJ CJ WP2RIRO CMD Wed Sep 17, 1997 13 41 29 CJ CJ CJ " Page 4-1 Intersection #1 Bald Hill Road/ Morris Road Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Base Volume Alternative) ******************************************************************************** *****************************************************.************************** Average Delay (sec/veh) 1 9 Worst Case Level Of Service C ***********************************************************************.******** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------11---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 11 0 0 0 0 11 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 12 185 0 0 314 136 84 0 2 0 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 12 185 0 0 314 136 84 0 2 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 0 89 0 89 0 89 0 67 0 67 0 67 1 00 1 00 1 00 PHF Volume 13 195 0 0 353 153 125 0 3 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 13 195 0 0 353 153 125 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cyc1/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 14 195 0 0 353 153 138 0 3 0 0 0 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 xxxxx xxxx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnf1ict Vol 506 xxxx xxxxx xxxx xxxx xxxxx 637 xxxx 429 xxxx xxxx xxxxx Potent Cap 984 xxxx xxxxx xxxx xxxx xxxxx 453 xxxx 839 xxxx xxxx xxxxx Adj Cap 1 00 xxxx xxxxx xxxx xxxx xxxxx 0 98 xxxx 1 00 xxxx xxxx xxxxx Move Cap 984 xxxx xxxxx xxxx xxxx xxxxx 446 xxxx 839 xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 xxxx xxxxx xxxxx xxxx xxxxx 11 2 xxxx LOS by Move A * * * * * Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS * * * ApproachDel 0 2 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx * LT - LTR - RT xxxx 451 xxxxx xxxxx 11 2 xxxxx * C * 11 1 o 0 4 3 xxxxx xxxx xxxxx * * * LT - LTR - RT xxxx XXlOt xxxxx xxxxx xxxx lOOOOt * * o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 2 c:=J c::-:J ~ L__J, c:::-J WP2RIRO CMD Wed Sep 17, 1997 13 41 29 c-J c-J c:=J r:==J Page 5-1 Intersection #1 Bald Hill Road/ Morris Road Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ******************.****...********..*.************************.***************** **********************************.*********.*********.************************* Average Delay (sec/veh) 1 9 Worst Case Level Of Service C ******.****************.*.****....****.*.*.*.********.****.*.******************* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------[ Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 12 185 Growth Adj 1 00 1 00 1 Initial Bse 12 185 Added Vol 0 0 PasserByVol 0 0 Initial Fut 12 185 User Adj 1 00 1 00 1 PHF Adj 0 95 0 95 0 PHF Volume 13 195 Reduct Vol 0 0 Final Vol 13 195 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 14 195 Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx )(XXX xxxxx 3 4 xxxx 2 6 xxxxx xxxx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx )(XXX xxxxx 6 5 xxxx 5 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 506 xxxx xxxxx xxxx)(XXX xxxxx 637 ><XXX 429 xxxx ><XXX xxxxx Potent Cap 984 ><XXX xxxxx ><XXX ><XXX xxxxx 453 ><XXX 839 ><XXX ><XXX xxxxx Adj Cap 1 00 ><XXX xxxxx ><XXX ><XXX xxxxx 0 98 ><XXX 1 00 ><XXX ><XXX xxxxx Move Cap 984 XXX>< xxxxx XXX>< ><XXX xxxxx 446 ><XXX 839 ><XXX XXX>< ><xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 XXX>< xxxxx xxxxx ><XXX xxxxx 11 2 ><XXX LOS by Move A * * * Movement LT - LTR - RT Shared Cap XXX>< XXX>< xxxxx Shrd StpDel xxxxx XXX>< xxxxx Shared LOS * * * ApproachDel 0 2 o 00 o o o o 00 95 o o o o 1 00 o o o o 1 00 o 89 o o o 314 1 00 314 o o 314 1 00 o 89 353 o 353 o 0% ><XXX ><XXX ><XXX ><XXX 10 1 00 1 00 XXX>< ><XXX XXX>< ><XXX o 353 153 LT - LTR XXX>< ><XXX xxxxx )(XXX * - RT xxxxx xxxxx * o 0 136 1 00 136 o o 136 1 00 o 89 153 o 153 84 0 1 00 1 00 84 0 o 0 o 0 84 0 1 00 1 00 o 67 0 67 125 0 o 0 125 0 2 1 00 2 o o 2 1 00 o 67 3 o 3 o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 o 00 o o o o 1 00 1 00 o o o o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group, Inc. 0% )(XXX xxxx ><XXX xxxx 1 10 1 10 1 10 ><XXX xxxx ><XXX xxxx 138 0 LT - LTR - RT ><XXX 451 xxxXx xxxxx 11 2 xxxxx C 11 1 3 0% ><XXX ><XXX ><XXX ><XXX 1 10 1 10 1 10 ><XXX ><XXX )(XXX ><XXX o 0 4 3 xxxxx ><XXX xxxxx LT - LTR - RT ><XXX ><XXX xxxxx xxxxx ><XXX xxxxx o CJ c::-J CJ LJ c:J c:=J c=:J c::::J c::::J c=:J WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 6-1 Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) *.*.*.**************.*.*.*******..********.***********..********...***.........* Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ***..*.**.**************************.*********************.***********.******.*. Cycle (sec) 100 Critical Vol ICap (X) 0 554 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 13 8 Optimal Cycle 22 Level Of Service B ...***.*..*********..*********************************.*.........**.**.......*** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 I--------------~I Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 262 7 38 49 19 20 45 510 426 52 518 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 262 7 38 49 19 20 45 510 426 52 518 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 i 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 282 8 41 98 38 40 51 580 484 57 569 24 Reduct Vol 0 0 0 0 0 0 0 .0 0 0 0 0 Reduced Vol 282 8 41 98 38 40 51 580 484 57 569 24' PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 282 8 41 98 38 40 51 580 484 57569 24 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 16 0 84 1 00 0 49 0 51 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 270 1383 1805 852 896 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 16 0 03 0 03 0 05 0 04 0 04 0 03 0 31 0 30 0 03 0 30 0 01 Cri t Moves *... * ..... * . *.. .... Green/Cycle 0 28 0 13 0 13 0 23 0 08 0 08 0 05 0 55 0 55 0 06 0 56 0 56 Volume/Cap 0 55 0 23 0 23 0 23 0 55 0 55 0 54 0 55 0 54 0 55 0 54 0 03 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Uniform Del 23 2 29 8 29 8 23 6 33 6 33 6 35 1 11 0 11 0 34 9 10 7 7 6 IncremntDel 1 0 0 1 0 1 0 1 3 5 3 5 4 5 0 5 0 5 4 7 0 4 0 0 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 Delay/Veh 20 8 25 4 25 4 20 1 32 1 32 1 34 4 9 9 9 9 34 3 9 6 6 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 20 8 25 4 25 4 20 1 32 1 32 1 34 4 9 9 9 9 34 3 9 6 6 5 Queue 7 0 1 2 1 1 2 11 9 2 10 0 .*.*.**********.***.*.***************************.*..*******..****.*****.....*.* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be1levue Page 3 CJ c:::J LJ C~ c-J CJ:', c=J - . ~) , WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative c=:J ~ Page 7-1 .-..*...--..----.........-.-....-.-.-..-.-...-.-.--........**-_..............._. Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue *..*.***.*****~..*.**.*..*.*.*.******.**.*..*****........****-..-.-..-......---- 1 00 1 00 1 00 xxxx xxxx 1 00 xxxx xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 o 85 xxxxx o 85 1 00 1 00 o 85 1 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. 12 LJ LJ c-J WP2RIRO CMD LJ c::J c-J CJ c:::J c:=J CJ Wed Sep 17, 1997 13 41 29 29 8 o 1 o 85 25 4 1 00 25 4 1 23 6 o 1 o 85 20 1 1 00 20 1 2 Page 8-1 Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ...**--.-.-..-..-.---.-.....-.....-----..-..-......-.-..-........-.........--.-- Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue -.-.*--.-..-----..--.----..-..-.-.-.-.-*------.-.....-.........-.....-.......... Cycle (sec) 100 Critical Vol/Cap (X) 0 554 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 13 8 Optimal Cycle 22 Level Of Service B ....*-...----...--......--.-.-------.-.-.--.----.......-*.***-....--.-.-.----.-. o A.AW o 08 0 05 0 55 0 55 0 06 0 56 0 56 o 55 0 54 0 55 0 54 0 55 0 54 0 03 11---------------11---------------1 33 6 3 5 o 85 32 1 1 00 32 1 1 33 6 3 5 o 85 32 1 1 00 32 1 1 35 1 4 5 o 85 34 4 1 00 34 4 2 11 0 o 5 o 85 9 9 1 00 9 9 11 11 0 o 5 o 85 9 9 1 00 9 9 9 34 9 4 7 o 85 34 3 1 00 34 3 2 10 7 o 4 o 85 9 6 1 00 9 6 10 7 6 o 0 o 85 6 5 1 00 6 5 o Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 xxxx xxxx 2 xxxx xxxx 2 f ( 1 t) Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx ---~--------I---------------I 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 xxxx Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 xxxx Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 87 0 87 xxxx 0 92 0 92 xxxx xxxx 0 85 xxxx LT Adj 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 HCM Sat Adj 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 i 00 1 00 1 00 Fnl Sat Adj 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 ------------1---------------11---------------11---------------11 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 ,---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 262 7 38 49 19 20 45 510 426 52 518 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 pO 1 00 1 00 Initial Bse 262 7 38 49 19 20 45 510 426 52 518 22 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 262 7 38 49 19 20 45 510 426 52 518 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 282 8 41 98 38 40 51 580 484 57 569 24' Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 282 8 41 98 38 40 51 580 484 57 569 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 282 B 41 98 38 40 51 580 484 57 569 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 16 0 84 1 00 0 49 0 51 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 270 1383 1805 852 896 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 16 0 03 0 03 0 05 0 04 0 04 0 03 0 31 0 30 0 03 0 30 0 01 Crit Moves Green/Cycle 0 28 0 13 0 13 0 23 0 08 Volume/Cap 0 55 0 23 0 23 0 23 0 55 ------------I--------~------I 1 Level Of Service Module Uniform Del 23 2 29 8 IncrernntDel 1 0 0 1 Delay Adj 0 85 0 85 Delay/Veh 20 8 25 4 User DelAdj 1 00 1 00 AdjDel/Veh 20 8 25 4 Queue 7 0 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 4 c=:J c:-J c=J c-J C:::::J LJ LJ c:::::-J C1 WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 9-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative **********..*******.*.*...*.*.*.***...******.*.*.*.**.************************** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue *****.*************.*****.*.*.**.*.********************************************* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ---------------------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ____________1---------------11---------------11--------_______11---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 XXX)( XXX)( 2 XXX)( XXX)( 2 f ( 1 t) Case 1 XXX)( xxxx 1 XXX)( XXX)( 1 XXX)( xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXX)( XXX)( 1 00 XXX)( xxxx 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXX)( XXX)( 1 00 XXX)( xxxx 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 87 0 87 xxxx 0 92 0 92 XXX)( XXX)( 0 85 XXX)( xxxx 0 85 LT Adj 0 95 xxxx xxxxx 0 95 XXX)( xxxxx 0 95 XXX)( xxxxx 0 95 xxxx xxxxx HCM Sat Adj. 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 87 0 87 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ........********..***.**......**....***..***.**...****.*.*******.************.*. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Bellevue The TRANS PO Group, Inc. CJ c--J [J [J CJ c:::-J c=J fe\ ) c-J L:::J [J WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Vancil Road/Ye1m Avenue ******************************************************************************** Cycle (see) 85 Critical Vol/Cap (X) 0 652 Loss Time (sec) 3 (Y+R = 9 see) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 1 65 125 762 5 0 649 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 15 0 19 235 1 76 142 866 6 0 755 99; PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00' MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------1---------------11---------------11---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Crit Moves .*** **** ***. ..** Green/Cycle 0 03 0 00 0 03 0 20 0 20 0 20 0 12 0 73 0 73 0 00 0 61 0 61 Volume/Cap 0 65 0 00 0 65 0 65 0 65 0 23 0 65 0 63 0 63 0 00 0 65 0 10 ---~--------I---------------I 1---------------1 1---------------1 1---------------1 Level Of Service Module Uniform Del 30 8 0 0 30 8 23 8 23 8 21 7 27 1 4 4 4 4 0 0 8 2 5 2 IncremntDe1 16 1 0 0 16 1 2 9 2 9 0 1 4 6 0 7 0 7 0 0 0 9 0 0 Delay Adj 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 De1ay/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 Queue 1 0 1 5 0 2 4 11 0 0 12 1 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be1levue Page 5 c=J LJ c:-=J LJ LJ LJ CJ c-J CJ WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 11-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ****************************.****.*.*.*.*.***********..*******.**.**********.*** Intersection 13 Vancil Road/Ye1m Avenue ....******..***********...***********...**...*********.....******..****.******.. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L T - R L - T R ------------1---------------1 I----------~----I 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT ><XXX T R ILnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Cps Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case 7 l<XXX 7 l<XXX xxxx 2 xxxx 5 5 xxxx xxxx 2 f (1 t) Case 4 l<XXX 4 4 4 xxxx 1 xxxx xxxx xxxx xxxx l<XXX ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Cps Saturation Adj Module Ln Wid Adj 1 00 l<XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Hev Veh Adj 1 00 l<XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Grade Adj 1 00 l<XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Parking Adj 1 00 l<XXX 1 00 l<XXX xxxx 1 00 l<XXX 1 00 1 00 xxxx xxxx 1 00 Bus Stp Adj 1 00 l<XXX 1 00 l<XXX xxxx 1 00 xxxx 1 00 1 00 xxxx l<XXX 1 00 Area Adj 1 00 l<XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 RT Adj 0 82 l<XXX 0 82 l<XXX xxxx 0 85 xxxx 1 00 1 00 xxxx xxxx 0 85 LT Adj 0 98 l<XXX 0 98 0 95 0 95 xxxxx 0 95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 ------------1---------------1 1---------------1 I----------~----I 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 .***..**********************..******.********************...************.******* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Be11evue The TRANSPO Group, Inc. [J c-J CJ c-J WP2RIRO CMD c:=-J LJ CJ CJ CJ [J ..-,.." i Wed Sep 17, 1997 13 41 29 Page 12-1 Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) .......**.********.......*******..****.*******.*.***...**********.******.******* Intersection 13 Vancil Road/Ye1m Avenue ***************************************************.....*.....*.......**...***** Cycle (sec) 85 Critical Vol/Cap (Xl 0 652 Loss Time (sec) 3 (Y+R = 9 sec) Average Delay (sec/vehl 10 1 Optimal Cycle 27 Level Of Service B *******************..*.**..*******...**.**....*.....*..**********.************.. Approach North Bound South Bound East Bound West Bound Movemen t L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13. 200 1 65 125 762 5 0 649 85 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVo1 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 10 0 13 200 1 65 125 762 5 0 649 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00. PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86~ PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99' Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 15 0 19 235 1 76 142 866 6 0 755 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Crit Moves Green/Cycle 0 03 0 00 Volume/Cap 0 65 0 00 ------------1--------- Level Of Service Module Uniform Del 30 8 0 0 IncremntDe1 16 1 0 0 Delay Adj 0 85 0 00 De1ay/Veh 42 3 0 0 User De1Adj 1 00 1 00 AdjDe1/Veh 42 3 0 0 Queue 1 0 o 03 0 20 0 20 o 65 0 65 0 65 II 30 8 16 1 o 85 42 3 1 00 42 3 1 23 8 2 9 o 85 23 1 1 00 23 1 5 o *.** o 20 0 12 0 73 0 73 0 00 0 61 0 61 o 23 0 65 0 63 0 63 0 00 0 65 0 10 11---------------11---------------1 23 8 2 9 o 85 23 1 1 00 23 1 o 21 7 o 1 o 85 18 5 1 00 18 5 2 27 1 4 6 o 85 27 7 1 00 27 7 4 4 4 o 7 o 85 4 4 1 00 4 4 11 4 4 o 7 o 85 4 4 1 00 4 4 o o 0 o 0 o 00 o 0 1 00 o 0 o 8 2 o 9 o 85 7 9 1 00 7 9 12 5 2 o 0 o 85 4 5 1 00 4 5 1 ****.***.*********..*..***********..****~***..~.***.*********..*.*************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bel1evue Page 6 c:::::J c-J c=J c=J c-J c-J C_uJ. CJ CJ WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 13-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative **~********************..*******.*******.*.*.**...*.***.*.**************...***.* Intersection i3 Vancil Road/Yelm Avenue *.*******..**************.*...*....**..*.*****............******..**............ Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT xxxx T R iLnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rt) Case 7 xxxx 7 xxxx xxxx 2 xxxx 5 5 xxxx xxxx 2 f(lt) Case 4 xxxx 4 4 4 ><XXX 1 xXxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Hev Veh Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Grade Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Parking Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 Bus Stp Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 Area Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 RT Adj 0 82 ><XXX 0 82 xxxx xxxx 0 85 xxxx 1 00 1 00 xxxx ><XXX 0 85 LT Adj 0 98 xxxx 0 98 0 95 0 95 xxxxx 0 95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 i 00 1 00 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 ......**....****....***.........******.**.*****.**..**..************************ Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Be11evue The TRANS PO Group, Inc. LJ LJ c-:J LJ WP2RIRO CMD c:::::J c:::::J c:::J CJ CJ c=:J Wed Sep 17, 1997 13 41 29 Page 14-1 Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) .*******..********************************************************************** Intersection i4 NE 103rd ST / Yelm Avenue **********************************.....****...***********.............**........ Average Delay (sec/veh) 1 3 Worst Case Level Of Service F *******.**..***..*******.*...*...*.***.******..*******....*..***.*.*.*..**.***** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 11 0 89 88 922 0 0 824 10 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 0 11 0 89 88 922 0 0 824 10 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 0 88 0 88 0 88 0 92 0 92 0 92 0 91 0 91 0 91 PHF Volume 0 0 0 13 0 101 96 1002 0 0 905 11 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 0 0 13 0 101 96 1002 0 0 905 11 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx ><XXX xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx xxxx ><XXX xxxx xxxx ><XXX xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx ><XXX XXXX' ><XXX Adj Vol 0 0 0 14 0 111 105 1002 0 0 905 11 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 xxxx 5 5 5 0 xxxx =xx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cn f 1 i c t Vol xxxx xxxx xxxxx 2009 xxxx 911 916 xxxx xxxxx ><XXX xxxx xxxxx Potent Cap xxxx xxxx xxxxx 73 xxxx 478 627 xxxx xxxxx xxxx xxxx xxxxx Adj Cap xxxx xxxx xxxxx 0 83 xxxx 1 00 1 00 xxxx xxxxx ><XXX xxxx xxxxx Move Cap xxxx xxxx xxxxx 61 xxxx 478 627 xxxx xxxxx ><XXX xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx o 0 74 8 xxxx 9 5 F . B LT - LTR - RT ><XXX xxxx xxxxx xxxxx xxxx xxxxx . 16 7 6 8 ><XXX B LT - LTR xxxx ><XXX xxxxx xxxx =xx xxxxx ><XXX xxxxx . - RT =xx xxxxx LT - LTR - RT ><XXX xxxX xxxxx xxxxx xxxx xxxxx . o 6 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 7 c::::::J ~ c:-:=J CJ CJ WP2RIRO CMD Wed Sep 17, 1997 13 41 29 c:-J ~ ~ Page 15-1 CJ Level Of Service Computation Report 1994 HCM unsigna1ized Method (Future Volume Alternative) *****************.***********.*..**...........**....**********...*************** Intersection #4 NE 103rd ST / Yelm Avenue ..*.******.****...******....**.............******...*****.********************** Average Delay (sec/veh) 1 3 Worst Case Level Of Service F .....**.**..******.***.....**.*****.**..**..****..******...********************* o 00 o o o o 00 00 o o o 11 0 1 00 1 00 11 0 o 0 o 0 11 0 1 00 1 00 o 88 0 88 13 0 o 0 13 0 o 0% xxxx xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx xxxx 14 0 111 74 8 xxxx 9 5 F . B LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx 16 7 89 00 89 o o 89 1 00 o 88 101 o 101 88 1 00 88 o o 88 1 00 o 92 96 o 96 922 1 00 922 o o 922 1 00 o 92 1002 o 1002 o 6 o 1 00 o o o o 1 00 o 92 o o o o 1 00 o o o o 1 00 o 91 o o o 824 1 00 824 o o 824 1 00 091 905 o 905 10 00 10 o o 10 1 00 o 91 11 o 11 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 105 1002 6 8 xxxx B . LT - LTR xxxx xxxx xxxxx xxxx o xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx o 905 0% xxxxx xxxxx xxxx xxxxx . - RT LT - LTR - RT xXxxx' xxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANSPO Group, Inc. 11 ~ c=J c:-J [----:J [J WP2RIRO CMD CJ LJ Wed Sep 17, 1997 13 41 29 c-J Page 16-1 CJ CJ Intersection #5 1st ST / Yelm Avenue Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******......*****.*....********.******.****..*****.***********..*....**....***** ***..*******..**....*****.....*****************.......*.*.*******.*..*.*...*.*** Cycle (sec) 100 Critical Vol/Cap (X) 0 845 Loss Time (sec) 3 (Y+R = 4 see) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C ...**.....**...**..........***.........********...*............................. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 I-------------~-I 1---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 695 89 180 573 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 695 89 180 573 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96 PHF Volume 202 116 262 76 82 133 168 747 96 188 597 36 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0, Reduced Vol 202 116 262 76 82 133 168 747 96 188 597 36~ PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00" MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 747 96 188 597 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 89 0 11 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 45 0 45 0 10 0 34 0 34 Crit Moves .*** **.* **** .*.* Green/Cycle 0 15 ~ 26 0 26 0 05 0 16 0 16 0 14 0 54 0 54 0 12 0 52 0 52 Volume/Cap 0 76 0 85 0 85 0 85 0 76 0 76 0 65 0 85 0 85 0 85 0 65 0 65 ------------1---------------1 1---------------1 I~--------------I 1---------------1 Level .Of Service Module Uniform Del 31 1 26 6 IncrernntDel 8 1 9 7 Delay Adj 0 85 0 85 De1ay/Veh 34 5 32 3 User DelAdj 1 00 1 00 AdjDel/Veh 34 5 32 3 Queue 6 4 26 6 9 7 o 85 32 3 1 00 32 3 8 35 8 32 5 o 85 63 0 1 00 63 0 3 Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 Growth Adj 1 00 1 00 1 Initial Bse 0 0 Added Vol 0 0 PasserByVo1 0 0 Initial Fut 0 0 User Adj 1 00 1 00 1 PHF Adj 1 00 1 00 1 PHF Volume 0 0 Reduct Vol 0 0 Final Vol 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 0 0 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 xxxx 5 5 5 0 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 I-------------~-I 1---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx 2009 xxxx 911 916 xxxx xxxxx xxxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx 73 xxxx 478 627 xxxx xxxxx xxxx xxxx xxxxx Adj Cap xxxx xxxx xxxxx 0 83 xxxx 1 00 1 00 xxxx xxxxx xxxx xxxx xxxxx Move Cap xxxx xxxx xxxxx 61 xxxx 478 627 xxxx xxxxx xxxx xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move . · · Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS · · ApproachDel 0 0 30 3 7 6 o 85 33 4 1 00 33 4 3 30 3 7 6 o 85 33 4 1 00 33 4 4 30 8 4 0 o 85 30 2 1 00 30 2 5 15 0 4 8 o 85 17 6 1 00 17 6 19 15 0 4 8 o 85 17 6 1 00 17 6 3 32 6 16 9 o 85 44 6 1 00 44 6 6 o 13 4 1 1 o 85 12 5 1 00 12 5 12 13 4 1 1 o 85 12 5 1 00 12 5 1 *..........**..*..........*...........................*.***..***.*.****.******** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue Page 8 c=J LJ CJ c::J CJ c=J c-J [J LJ WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 17-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ..*....................-.--............................-.-.--.-.--.-..--------.- Intersection is 1st ST / Ye1m Avenue --...-....-.*--......-........-.............................---...----.......--- Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T \ - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT iLnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 xxxx 5 5 xxxx 5 5 f ( 1 t) Case 1 xxxx xxxx 1 XXX)( XXX)( 1 XXX)( xxxx 1 XXX)( ><XXX ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 i 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 XXX)( 0 91 0 91 XXX)( 0 98 0 98 xxxx 0 9' 0 99 LT Adj 0 95 xxxx xxxxx 0 95 XXX)( xxxxx 0 95 XXX)( xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------1.1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ***..**.**.**.**.****.**...****.****..~*.*****.*.*****......******.....********* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. LJ c-J LJ c=J c=J L=:J C=:J L:J CJ LJ WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection is 1st ST / Yelm Avenue ******************************************************************************** Cycle (sec) 100 Critical Vol/Cap (X) 0 845 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C *****.**********.*******.*************.***....****..*.**........*****.******.*** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 695 89 180 573 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 695 89 180 573 35 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 166 95 215 65 70 113 156 695 89 180 573 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00. PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96- PHF Volume 202 116 262 76 82 133 168 747 96 188 597 36 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 202 116 262 76 82 133 168 747 96 188 597 36 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 747 96 188 597 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 89 0 11 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 45 0 45 0 10 0 34 0 34 Crit Moves .**. **** .*** **** Green/Cycle 0 15 0 26 0 26 0 05 0 16 0 16 0 14 0 54 0 54 0 12 0 52 0 52 Volume/Cap 0 76 0 85 0 85 0 85 0 76 0 76 0 65 0 85 0 85 0 85 0 65 0 65 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Uniform Del 31 1 26 6 26 6 35 8 30 3 30 3 30 8 15 0 15 0 32 6 13 4 13 4 IncremntDel 8 1 9 7 9 7 32 5 7 6 7 6 4 0 4 8 4 8 16 9 1 1 1 1 Delay Adj 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 Delay/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 Queue 6 4 8 3 3 4 5 19 3 6 12 1 *******************************.*******.**************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue Page 9 c-J LJ LJ ~ CJ LJ CJ LJ c-J WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 19-1 Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ***********************************.**.****..**..**...******.*.....******.****** Intersection *5 1st ST / Ye1m Avenue *****.***.****...***....*.****.......***..............******..*****...*****.*.*. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT *LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturatio~ Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 XXX>< 5 5 XXX)( 5 5 XXX)( 5 5 f ( 1 t) Case 1 XXX>< XXX>< 1 XXX)( xxxx 1 XXX)( XXX)( 1 XXX)( xxxx ------------1---------------11---------------11---------------11---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 XXX>< 1 00 1 00 XXX)( 1 00 1 00 XXX>< 1 00 1 00 Bus Stp Adj xxxx 1 00 1 00 XXX>< 1 00 1 00 XXX)( 1 00 1 00 XXX)( 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 XXX>< 0 91 0 91 XXX)( 0 98 0 98 XXX)( 0 99 0 99 LT Adj 0 95 xxxx xxxxx 0 95 XXX)( xxxxx 0 95 XXX)( xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 **.***...***..****.**.**..***...........**.******.....*.....*...******...*****.. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. LJ CJ CJ CJ WP2RIRO CMD CJ CJ CJ CJ L~ CJ Wed Sep 17, 1997 13 41 29 \ Page 20-1 Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) *****..*.......*.......*****.........***.......**.....*****...***...*.***....... Intersection *6 Solberg ST / Yelm Avenue ...*.****************..********....*..************.****************.*.*.*.****.* Average Delay (sec/veh) 1 2 Worst Case Level Of Service E *.***************************************************.****.**************....*** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled UncontrOlled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 1! 0 0 0 0 l! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 14 3 14 6 1 3 20 851 60 25 569 11 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 14 3 14 6 1 3 20 851 60 25 569 11 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 0 83 0 83 0 83 0 93 0 93 0 93 0 87 0 87 0 87 PHF Volume 21 5 21 7 1 4 22 915 65 29 654 13 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 21 5 21 7 1 4 22 915 65 29 654 13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % CYCle/Cars XXX>< xxxx XXX)( XXX)( XXX>< ><XXX XXX)( XXX)( % Truck/Comb xxxx XXX>< XXX)( ><XXX XXX)( XXX>< XXX)( XXX)( PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE ><XXX xxxx xxxx XXX>< xxxx XXX)( xxxx XXX)( Trck/Cmb PCE XXX>< xxxx XXX>< XXX>< XXX>< ><XXX XXX)( xxxx Adj Vol 23 5 23 8 1 4 24 915 65 32 654 13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 ><XXX xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 ><XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1660 1664 947 1671 1690 660 667 xxxx xxxxx 980 XXX>< xxxxx Potent Cap 116 146 459 114 142 641 825 XXX)( xxxxx 585 XXX>< xxxxx Adj Cap 0 87 0 85 1 00 0 81 0 85 1 00 1 00 XXX)( xxxxx 1 00 XXX>< xxxxx Move Cap 101 124 459 93 120 641 825 xxxx xxxxx 585 ><XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 45 1 30 1 LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel LT - LTR - RT ><XXX 160 xxxxx xxxxx 31 7 xxxxx · E · 27 0 8 2 42 0 30 2 5 6 4 5 XXX)( xxxxx A.. LT - LTR - RT ><XXX XXX>< xxxxx xxxxx ><XXX xxxxx 6 5 ><XXX xxxxx B.. LT - LTR - RT XXX)( ><XXX xxxxx xxxxx ><XXX xxxxx . . . o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue LT - LTR - RT XXX)( 129 xxxxx xXxxx 30 8 xxxxx E 29 9 o 1 Page 10 CJ LJ LJ c-J WP2RIRO CMD c-J Ll Wed Sep 17, 1997 13 41 29 Ll Ll Page 21-1 LJ Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) **********************...**.......**..****...........****...*....*.*.....*.***** Intersection #6 Solberg ST / Yelm Avenue ....**..***......................**........***...........**......*......**..**** Average Delay (sec/veh) 1 2 Worst Case Level Of Service E ........****...**..................................***.**..............****..*** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 l! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 14 3 Growth Adj 1 00 1 00 1 Initial Bse 14 3 Added Vol 0 0 PasserByVol 0 0 Initial Fut 14 3 User Adj 1 00 1 00 1 PHF Adj 0 66 0 66 0 PHF Volume 21 5 Reduct Vol 0 0 Final Vol 21 5 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cyc1/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 23 5 23 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1660 1664 947 1671 1690 660 667 xxxx xxxxx 980 xxxx xxxxx Potent Cap 116 146 459 114 142 641 825 xxxx xxxxx 585 xxxx xxxxx Adj Cap 0 87 0 85 1 00 0 81 0 85 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 101 124 459 93 120 641 825 xxxx xxxxx 585 xxxx xxxxx ------------1---------------11-------________11_______________11_______________1 Level Of Service Module Stopped Del 45 1 30 1 LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel 14 00 14 o o 14 00 66 21 o 21 8 2 LT - LTR - RT xxxx 160 xxxxx xxxxx 31 7 xxxxx E * 27 0 6 1 1 00 1 00 6 1 o 0 o 0 6 1 1 00 1 00 o 83 0 83 7 1 o 0 7 1 0% xxxx xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx xxxx 8 1 42 0 30 2 LT - LTR xxxx 129 xxxxx 30 8 E 29 9 3 1 00 3 o o 3 1 00 o 83 4 o 4 20 1 00 20 o o 20 1 00 o 93 22 o 22 851 1 00 851 o o 851 1 00 o 93 915 o 915 xxxxx - RT xxxxx xxxxx o 1 60 1 00 60 o o 60 1 00 o 93 65 o 65 25 1 00 25 o o 25 1 00 o 87 29 o 29 569 1 00 569 o o 569 1 00 o 87 654 o 654 11 1 00 11 o o 11 1 00 o 87 13 o 13 4 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 24 915 65 0% xxxx XXX>< xxxx XXX>< 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 32 654 13 6 5 xxxx B LT - LTR xxxx xxxx xxxxx xxxx ><XXxx - RT xxxxx xxxxx o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. 5 6 4 5 ><XXX A . LT - LTR ><XXX ><xxX xxxxx ><XXX - RT xxxxx xxxxx LJ [J LJ CJ C~ c-J c-J L~ C--:J L1 WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 22-1 Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ................***...***...*......................**.................***....... Intersection #7 SR 507 Site Access ..........***............***.**.........**...***........**.**.............**.... Average Delay (sec/veh) 0 3 Worst Case Level Of Service B ***********************************************************************.....*... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 63 0 0 0 0 519 78 0 592 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 63 0 0 0 0 519 78 0 592 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 90 0 90 0 90 1 00 1 00 1 00 1 00 0 90 0 90 0 90 0 90 0 90 PHF Volume 0 0 70 0 0 0 0 577 87 0 658 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 0 70 0 0 0 0 577 87 0 658 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx ><XXX xxxx xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cyc1/Car PCE xxxx xxxx xxxx xxxx XXX>< XXX>< xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx XXX>< Adj Vol 0 0 77 0 0 0 0 577 87 0 658 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time xxxxx xxxx 2 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx 5 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXX>< xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnf1ict Vol xxxx xxxx 620 XXX>< Potent Cap xxxx XXX>< 672 xxxx Adj Cap XXX>< xxxx 1 00 xxxx Move Cap xxxx XXX>< 672 XXX>< ------------1---------------1 I Level Of Service Module Stopped Del xxxxx XXX>< LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel xxxx xxxx xxxx ><XXX xxxxx xxxx xxxx xxxxx XXX>< xxxx xxxxx xxxxx XXX){ xxxx xxxxx XXX}( XXX)( xxxxx xxxxx ><XXX XXX>< xxxxx xxxx XXX>< xxxxx xxxxx ><XXX xxxx xxxxx ><XXX XXX>< xxxxx 11_______________11_______________1 6 0 B LT - LTR - RT xxxx xxxx xxxxx xxxxx =xX xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx . LT - LTR - RT LT - LTR - RT xxxx XXX>< xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LT - LTR - RT XXX>< XXX>< xxxxx xxxxx XXX>< xxxxx . . * 6 0 o 0 o 0 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 11 c=J c-J LJ LJ LJ LJ c:-J WP2RIRO CMD Wed Sep 17, 1997 13 41 29 LJ Page 23-1 CJ Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) *****************************************.************************************** Intersection #7 SR 507 Site Access ************************.******************************************************* Average Delay (sec/veh) 0 3 Worst Case Level Of Service B ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 Growth Adj 1 00 1 00 1 Initial Bse 0 0 Added Vol 0 0 PasserByVol 0 0 Initial Fut 0 0 User Adj 1 00 1 00 1 PHF Adj 0 90 0 90 0 PHF Volume 0 0 Reduct Vol 0 0 Final Vol 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj . 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 0 0 77 Critical Gap Module MoveUp Time xxxxx xxxx 2 6 xxxxx xxxx XXXXX xxxxx xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx 5 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict vol xxxx xxxx 620 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap xxxx xxxx 672 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adj Cap xxxx xxxx 1 00 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap xxxx xxxx 672 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx 6 0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move '* * B * '* * * '* '* * * Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS ApproachDel 63 00 63 o o 63 00 90 70 o 70 o 0 0 1 00 1 00 1 00 o 0 0 o 0 0 o 0 0 o 0 0 1 00 1 00. 1 00 1 00 1 00 1 00 o 0 0 o 0 0 o 0 0 o 1 00 o o o o 1 00 1 00 o o o 519 1 00 519 o o 519 1 00 o 90 577 o 577 0% xxxx xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx xxxx o 0 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx o 577 87 o LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx * LT - LTR xxxx xxxx xxxxx xxxx - RT xxxxx xxxxx * 6 0 o 0 o 0 78 1 00 78 o o 78 1 00 o 90 87 o 87 o 1 00 o o o o 1 00 o 90 o o o 592 1 00 592 o o 592 1 00 o 90 658 o 658 o 1 00 o o o o 1 00 o 90 o o o 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx o 658 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group, Inc. o LJ c-J c-J c-J LJ c-J c-J -1 ) c:J c-J c-J WP2RIRO CMD Wed Sep 17, 1997 13 41 29 Page 24-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ***********************************.******************************************** Intersection #8 Bald Hill Road Site Access ********************************************************.*********************** Average Delay (sec/veh) 0 2 Worst Case Level Of Service A ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 0 257 27 0 507 0 0 0 0 0 0 42 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 257 27 0 507 0 0 0 0 0 0 42 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Volume 0 257 27 0 507 0 0 0 0 0 0 42 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 257 27 0 507 0 0 0 0 0 0 42 ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx ><XXX xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx ><XXX xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 0 257 27 0 507 0 0 0 0 0 0 46 ------------1---------------11_______________11_______________11_______________1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2 6 Critical Gp xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 5 5 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnf 1 ic t Vol xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 271 Potent Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1010 Adj Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1 00 Move Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1010 ------------1---------------1 1---------------1 1---------------11---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move . . . Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS ApproachDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3 7 * A LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx * * o 0 o 0 o 0 3 7 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 12 c=J C]. - c:J c-J WP2RIRO CMD CJ CJ LJ LJ Page 25-1 c:-J Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) **************************************....*****.......-..........-...--.*.-.-.-- Wed Sep 17, 1997 13 41 29 Intersection #8 Bald Hill Road Site Access .....-....-----.........................-...........*-..........-----......-...- Average Delay (sec/veh) 0 2 Worst Case Level Of Service A ..........-.....-.......................---........-----.-....-.-..........-.--- Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 257 Growth Adj 1 00 1 00 1 Initial Bse 0 257 Added Vol 0 0 PasserByVol 0 0 Initial Fut 0 257 User Adj 1 00 1 00 1 PHF Adj 1 00 1 00 1 PHF Volume 0 257 Reduct Vol 0 0 Final Vol 0 257 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 0 257 27 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx xxxxx XXX>< xxxxx xxxxx XXX>< xxxxx xxxxx xxxx 2 6 Critical Gp xxxxx xxxx xxxxx xxxxx XXX>< xxxxx xxxxx XXX>< xxxxx xxxxx xxxx 5 5 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx xxxx XXX>< xxxxx XXX>< Potent Cap XXX>< xxxx xxxxx xxxx XXX>< xxxxx XXX>< Adj Cap XXX>< xxxx xxxxx xxxx XXX>< xxxxx XXX>< Move Cap XXX>< xxxx xxxxx xxxx XXX>< xxxx>< xxxx ------------I-----------~---II---------------II Level Of Service Module Stopped Del xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3 7 LOS by Move * * . . * * * * * * '* A Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap XXX>< xxxx xxxxx xxxx xxxx xxxxx XXX>< XXX>< xxxxx xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx xxxxx XXX>< xxxxx xxxxx XXX>< xxxxx xxxxx xxxx xxxxx Shared LOS ApproachDel 27 00 27 o o 27 00 00 27 o 27 o 0 o 507 1 00 1 00 o 507 o 0 o 0 o 507 1 00 1 00 1 00 1 00 o 507 o 0 o 507 o 1 00 o o o o 1 00 1 00 o o o o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 Q 0 o 0 o 0 xxxx XXX>< XXX>< xxxx o 0 xxxxx xxxx xxxxx xxxx xxxxx xxxx xxxxx xxxx II o 1 00 o o o o 1 00 1 00 o o o o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 42 1 00 42 o o 42 1 00 1 00 42 o 42 0% xxxx xxxx XXX>< xxxx 1 10 1 10 1 10 xxxx xxxx xxxx xxxx o 0 46 xxxx xxxx xxxx xxxx 271 1010 1 00 1010 I 0% xxxx xxxx xxxx xxxx 10 1 00 1 00 xxxx xxxx xxxx XXX>< o 507 0% xxxx XXX>< xxxx xxxx 1 10 1 10 1 10 xxxx XXX>< xxxx XXX>< o 0 o 3 7 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group. Bellevue The TRANS PO Group, Inc. o o 0 LJ CJ LJ CJ C-:=J C-:-J LJ LJ CJ ..~) l I -- LJ Page 13 c c c c c c c 1998 With-Project Conditions Scenario 3 " ~ c c c c c c c c c c c CJ C], CJ c-J CJ L1 LJ L1 LJ c-J [J L1 CJ [J CJ ~ LJ c-J c=J WP3MXACC CMD Wed Sep 17. 1997 13 33 40 Page 1-1 -------------------------------------------------------------------------------- WP3MXACC CMD Wed Sep 17, 1997 13 33 40 Page 2-1 With-Project Conditions -------------------------------------------------------------------------------- Scenario 3- mixed access With-Project Conditions -------------------------------------------------------------------------------- Scenario 3- mixed access Turning Movement Report -------------------------------------------------------------------------------- Link Volume Report Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume Volume NB Link SB Link EB Link WB Link Total Type In Out Total In Out Total In Out Total In Out Total Volume #1 Bald Hill Road/ Morris Road Base 12 185 0 0 314 136 84 0 2 0 0 0 733 #1 Bald Hill Road/ Morris Road Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 197 316 513 450 269 719 86 148 234 0 0 0 1466 Total 12 185 0 0 314 136 84 0 2 0 0 0 733 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 197 316 513 450 269 719 86 148 234 0 0 0 1466 #2 Bald Hill Rd/Creek st/Yelm Avenue Base 241 7 38 36 21 20 45 510 426 52 539 22 1957 #2 Bald Hill Rd/Creek st/Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 286 499 785 77 74 151 981 800 1781 613 584 1197 3914 Total 241 7 38 36 21 20 45 510 426 52 539 22 1957 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 286 499 785 77 74 151 981 800 1781 613 584 1197 3914 #3 Vancil Road/Ye1m Avenue Base 10 0 13 200 1 65 125 762 5 0 649 85 1915 #3 Vancil Road/Yelm Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 23 6 29 266 210 476 892 724 1616 734 975 1709 3830 Total 10 0 13 200 1 65 125 762 5 0 649 85 1915 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 23 6 29 266 210 476 892 724 1616 734 975 1709 3830 #4 NE 103rd ST / Yelm Avenue Base 0 0 0 11 0 89 88 922 0 0 824 10 1944 #4 NE 103rd ST / Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 0 0 0 100 98 198 1010 913 1923 834 933 1767 3888" Total 0 0 0 11 0 89 88 922 0 0 824 10 1944 Added 0 0 0 0 0 0 0 0 0 0 0 0 O~ Total 0 0 0 100 98 198 1010 913 1923 834 933 1767 3888 #5 1st ST / Ye1m Avenue Base 166 95 215 65 70 113 156 695 89 180 573 35 2452 #5 1st ST / Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 476 339 815 248 286 534 940 852 1792 788 975 1763 4904 Total 166 95 215 65 70 113 156 695 89 180 573 35 2452 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 476 339 815 248 286 534 940 852 1792 788 975 1763 4904 fl6 Solberg ST I Ye1m Avenue Base 14 3 14 6 1 3 20 851 60 25 569 11 1577 #6 Solberg ST I Ye1m Avenue Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 31 86 117 10 34 44 931 586 1517 605 871 1476 3154 Total 14 3 14 6 1 3 20 851 60 25 569 11 1577 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 31 86 117 10 34 44 931 586 1517 605 871 1476 3154 #7 SR 507 Site Access Base 45 0 33 0 0 0 0 541 45 33 570 0 1267 #7 SR 507 Site Access Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 78 78 156 0 0 0 586 615 1201 603 574 1177 2534 Total 45 0 33 0 0 0 0 541 45 33 570 0 1267 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 78 78 156 0 0 0 586 615 1201 603 574 1177 2534 #8 Bald Hill Road Site Access Base 0 257 27 0 507 0 0 0 0 0 0 27 818 #8 Bald Hill Road Site Access Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Base 284 507 791 507 284 791 0 0 0 27 27 54 1636 Total 0 257 27 0 507 0 0 0 0 0 0 27 818 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 284 507 791 507 284 791 0 0 0 27 27 54 1636 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue The TRANSPO Group, Inc. Page 1 CJ LJ c:-J LJ CJ C~l c-J LJ c-J WP3MXACC CMD Wed Sep 17, 1997 13 33 40 Page 3-1 With-Project Conditions Scenario 3- mixed access -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Dell VI Dell VI in LOS Veh C LOS Veh C # 1 Bald Hill Roadl Morris Road C 1 9 0 000 C 1 9 0 000 + 0 000 V/C II 2 Bald Hill Rd/Creek st/Yelm Ave B 13 3 0 546 B 13 3 0 546 + 0 000 DIV # 3 Vancil Road/Yelm Avenue B 10 1 0 652 B 10 1 0 652 + 0 000 DIV # 4 NE 103rd ST I Ye1m Avenue F 1 3 0 000 F 1 3 0 000 + 0 000 V/C # 51st ST I Yelm Avenue C 24 9 0 845 C 24 9 0 845 + 0 000 DIV # 6 Solberg ST I Yelm Avenue E 1 2 0 000 E 1 2 0 000 + 0 000 V/C # 7 SR 507 Site Access D 1 4 0 000 D 1 4 0 000 + 0 000 V/C # 8 Bald Hill Road Site Access A o 1 0 000 A o 1 0 000 + 0 000 V/C Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group, Inc, LJ L:J CJ CJ c::-J LJ LJ c-J CJ c-J WP3MXACC CMD Wed Sep 17, 1997 13 33 40 Page 4-1 -------------------------------------------------------------------------------- With-Project Conditions Scenario 3- mixed access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) *************************.**********..*********.***.*.****..***...**..**........ Intersection lI1 Bald Hill Roadl Morris Road .***...**.******.....*...**....*******...***...........***.****...........**.... Average Delay (sec/veh) 1 9 Worst Case Level Of Service C ....**..**............................**....**........************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 1! 0 0 0 0 11 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 12 185 0 0 314 13 6 84 0 2 0 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 12 185 0 0 314 136 84 0 2 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 0 89 0 89' 0 89 0 67 0 67 0 67 1 00 1 00 1 00 PHF Volume 13 195 0 0 353 153 125 0 3 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 13 195 0 0 353 153 125 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------1 I---------------Ir Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cyc1/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 14 195 0 0 353 153 138 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module Moveup Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 xxxxx xxxx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 I------~--------I Capacity Module ' enf1 ict Vol 506 xxxx xxxxx xxxx xxxx xxxxx 637 xxxx 429 xxxx xxxx xxxxx Potent Cap 984 xxxx xxxxx xxxx xxxx xxxxx 453 xxxx 839 xxxx xxxx xxxxx Adj Cap 1 00 xxxx xxxxx xxxx xxxx xxxxx 0 98 xxxx 1 00 xxxx xxxx xxxxx Move Cap 984 xxxx xxxxx xxxx xxxx xxxxx 446 xxxx 839 xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 xxxx xxxxx xxxxx xxxx xxxxx 11 2 xxxx 4 3 xxxxx xxxx xxxxx LOS by Move A * . * * . * * * * * * Movement LT - LTR - RT LT - LTR - RT Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDe1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS . · ApproachDel 0 2 o 0 LT - LTR - RT xxxx 451 xxxxx xxxxx 11 2 xxxxx C 11 1 o 0 LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx . . Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue Page 2 CJ c-J c:-J c-J C-=-:J WP3MXACC CMD Wed Sep 17, 1997 13 33 41 With-Project Conditions Scenario 3- mixed access LJ c-J LJ [j Page 5-1 Intersection #1 Bald Hill Road/ Morris Road Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ~****************.*.***.***..***.**..******..**...***.**...********************* *****..**.********.******................*....***....*.**.*..*.*.*...***..***... Average Delay (sec/veh) 1 9 Worst Case Level Of Service C ...........**..........................**...**........**......................** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 11 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 12 185 Growth Adj 1 00 1 00 1 Initial Bse 12 185 Added Vol 0 0 PasserByVol 0 0 Initial Fut 12 185 User Adj 1 00 1 00 1 PHF Adj 0 95 0 95 0 PHF Volume 13 195 Reduct Vol 0 0 Final Vol 13 195 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 14 195 Critical Gap Module MoveUp Time 2 1 XXX>< xxxxx xxxxx XXX>< xxxxx 3 4 XXX>< 2 6 XX><xx XXX>< xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx XXX>< xxxxx 6 5 XXX>< 5 5 xxxxx XXX>< ><xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 506 xxxx xxxxx XXX>< XXX>< xxxxx 637 XXX>< 429 XXX>< XXX>< xxxxx Potent Cap 984 XXX>< xxxxx XXX>< XXX>< xxxxx 453 XXX>< 839 XXX>< XXX>< xxxxx Adj Cap 1 00 XXX>< xxxxx XXX>< XXX>< xxxxx 0 98 XXX>< 1 00 XXX>< XXX>< xxxxx Move Cap 984 XXX>< xxxxx XXX>< XXX>< xxxxx 446 XXX>< 839 XXX>< XXX>< xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 XXX>< xxxxx xxxxx XXX>< xxxxx 11 2 XXX>< LOS by Move A * * * Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx XXX>< xxxxx Shared LOS ApproachDel o 00 o o o o 00 95 o o o o 314 1 00 1 00 o 314 o 0 o 0 o 314 1 00 1 00 o 89 0 89 o 353 o 0 o 353 o 0% XXX>< XXX>< XXX>< XXX>< 10 1 00 1 00 xxxx XXX>< XXX>< XXX>< o 353 153 LT - LTR - RT XXX>< XXX>< xxxxx xxxxx xxxx xxxxx o 2 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue o 0 The TRANSPO Group, Inc. 136 1 00 136 o o 136 1 00 o 89 153 o 153 84 0 1 00 1 00 84 0 o 0 o 0 84 0 1 00 1 00 o 67 0 67 125 0 o 0 125 0 0% XXX>< XXX>< XXX>< ><xxx 1 10 1 10 1 10 XXX>< ><xxx XXX>< ><xxx 138 0 2 1 00 2 o o 2 1 00 o 67 3 o 3 o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 o 1 00 o o o o 1 00 1 00 o o o LT - LTR - RT LT - LTR - RT XXX>< 451 xxxxx XXX>< XXX>< xxxxx xxxxx 11 2 ><xxxx xxxxx xxxx xxxxx C 11 1 3 0% xxxx XXX>< XXX>< XXX>< 1 10 1 10 1 10 XXX>< XXX>< XXX>< XXX>< o 0 4 3 xxxxx XXX>< xxxxx o c-J c::-J c=J CJ LJ ~ c:::-J c-J [J ~ WP3MXACC CMD Page 6-1 Wed Sep 17, 1997 13 33 41 With-Project Conditions Scenario 3- mixed access Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) **...........................................**.....**.........***.......*...... Intersection #2 Bald Hill Rd/Creek st/Ye1m Avenue ...........***..**.......*****.***...........***............**...........******* Cycle (sec) 100 Critical Vol/Cap (X) 0 546 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 13 3 Optimal Cycle 22 Level Of Service B *.**.*************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 I----------~----I 1---------------1 Volume Module Base Vol 241 7 38 36 21 20 45 510 426 52 539 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 241 7 38 36 21 20 45 510 426 52 539 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 259 8 41 72 42 40 51 580 484 57 592 24' Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 259 8 41 72 42 40 51 580 484 57 592 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 259 8 41 72 42 40 51 580 484 57 592 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 87 0 87 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 16 0 84 1 00 0 51 0 49 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 270 1383 1805 905 862 1805 1900 1615 1805 1900 1615 ------------I---------~-----II---------------II---------------11---------------1 Capacity Analysis Module Vol/Sat 0 14 0 03 0 03 0 04 0 05 0 05 0 03 0 31 0 30 0 03 0 31 0 01 Crit Moves **** **** **** **** Green/Cycle 0 26 0 15 0 15 0 20 0 08 0 08 0 05 0 56 0 56 0 06 0 57 0 57 Volume/Cap 0 55 0 20 0 20 0 20 0 55 0 55 0 55 0 54 0 53 0 54 0 55 0 03 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module Delay/Veh 21 5 24 2 User De1Adj 1 00 1 00 AdjDel/Veh 21 5 24 2 Queue 6 0 o 24 2 1 00 24 2 1 31 5 1 00 31 5 1 21 6 1 00 21 6 2 31 5 1 00 31 5 1 34 7 1 00 34 7 2 9 3 1 00 9 3 10 9 3 1 00 9 3 9 33 7 1 00 33 7 2 9 1 1 00 9 1 10 6 0 1 00 6 0 o *****.*....*******.....*****************************************.***.*********** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 3 CJ L]: WP3MXACC CMD .c::-J c-J CJ LJ c::-J c-J CJ Wed Sep 17, 1997 13 33 41 Page 7-1 With-Project Conditions Scenario 3- mixed access Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ********************************.*********************************************** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ***********************..*.*...*.******.**..***...*.*.***...********.*.********* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnslnGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rt) Case ><XXX 5 5 ><XXX 5 5 ><XXX xxxx 2 xxxx ><XXX 2 f ( 1 t) Case 1 ><XXX ><XXX 1 ><XXX xxxx 1 xxxx ><XXX 1 ><XXX ><XXX ------------1---------------1 1---------------11---------------11---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj ><XXX 1 00 1 00 ><XXX 1 00 1 00 ><XXX ><XXX 1 00 ><XXX ><XXX 1 00 Bus Stp Adj ><XXX 1 00 1 00 ><XXX 1 00 1 00 ><XXX xxxx 1 00 ><XXX ><XXX 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj ><XXX 0 87 0 87 ><XXX 0 93 0 93 ><XXX xxxx 0 85 ><XXX ><XXX 0 85 LT Adj 0 95 ><XXX xxxxx 0 95 ><XXX xxxxx 0 95 xxxx xxxxx 0 95 ><XXX xxxxx HCM Sat Adj 0 95 0 87 0 87 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 87 0 87 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ...***...********...******.**..***.......***.***....**.*...********...*********. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group,lnc. LJ c-J CJ CJ c-J c-=1 c=J LJ LJ c:::-J '---. \ WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 8-1 -------------------------------------------------------------------------------- With-Project Conditions Scenario 3- mixed access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ******************************************************************************** Cycle (sec) 100 Critical Vol/Cap (Xl 0 546 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 13 3 Optimal Cycle 22 Level Of Service B ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 241 7 38 36 21 20 45 510 426 52 539 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 241 7 38 36 21 20 45 510 426 52 539 22 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0, Initial Fut 241 7 38 36 21 20 45 510 426 52 539 22, User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00' PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 259 8 41 72 42 40 51 580 484 57 592 24 Reduc t Vo 1 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 259 8 41 72 42 40 51 580 484 57 592 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 259 8 41 72 42 40 51 580 484 57 592 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 87 0 87 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 16 0 84 1 00 0 51 0 49 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 270 1383 1805 905 862 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 14 0 03 0 03 0 04 0 05 0 05 0 03 0 31 0 30 0 03 0 31 0 01 Crit Moves **** **** **** **** Green/Cycle 0 26 0 15 0 15 0 20 0 08 0 08 0 05 0 56 0 56 0 06 0 57 0 57 Volume/Cap 0 55 0 20 0 20 0 20 0 55 0 55 0 55 0 54 0 53 0 54 0 55 0 03 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Delay/Veh 21 5 24 2 User DelAdj 1 00 1 00 AdjDel/Veh 21 5 24 2 Queue 6 0 o 24 2 1 00 24 2 1 21 6 1 00 21 6 2 31 5 1 00 31 5 1 31 5 1 00 31 5 1 34 7 1 00 34 7 2 9 3 1 00 9 3 10 9 3 1 00 9 3 9 33 7 1 00 33 7 2 9 1 1 00 9 1 10 6 0 1 00 6 0 o ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 4 CJ LJ c-J CJ c---J c-J C~ LJ CJ WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 9-1 With-Project Conditions Scenario 3- mixed access Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative *************************...*.*..****.*.*****.*******.************************** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue ****.....**......*....**.**********.......***............**.....**.***....****** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 I 0 1 I 0 I 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No B~ ftp/~ 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 I----------~----I 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rt) Case xxxx 5 5 XXX>< 5 5 xxxx xxxx 2 xxxx XXX>< 2 f ( It) Case 1 XXX>< XXX>< 1 xxxx xxxx 1 xxxx XXX>< 1 xxxx XXX>< ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 .1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 XXX>< 1 00 1 00 XXX>< xxxx 1 00 XXX>< XXX>< Bus Stp Adj xxxx 1 00 1 00 XXX>< 1 00 1 00 xxxx xxxx 1 00 XXX>< XXX>< Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj XXX>< 0 87 0 87 XXX>< 0 93 0 93 xxxx ><XXX 0 85 ><XXX xxxx LT Adj 0 95 ><XXX xxxxx 0 95 xxxx xxxxx 0 95 ><XXX xxxxx 0 95 ><XXX HCM Sat Adj 0 95 0 87 0 87 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 87 0 87 0 95 0 93 0 93 0 95 1 00 0 85 0 95 1 00 ------------1---------------11---------------11---------------11 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******.*...*.****.....**.....*...****...***.***..*******************..********** 1 00 1 00 1 00 1 00 1 00 1 00 o 85 xxxxx o 85 1 00 1 00 o 85 1 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue The TRANS PO Group, Inc. 12 LJ LJ c-J LJ Ll LJ c-J -.,., , ! CJ LJ CJ WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 10-1 With-Project Conditions Scenario 3- mixed access Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) **...*..**.**...***.******.****..**..........*******....................*****.** Intersection #3 Vancil Road/Yelm Avenue ...*..**.....*****~...*.******.*.********************.******************..***... Cycle (sec) 85 Critical Vol/Cap (X) 0 652 Loss Time (sec) 3 (Y+R = 9 sec) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B ******.*************..*****************************.**.**.***.....*............. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include InclUde Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 1 65 125 762 5 0 649 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86, PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99' Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 O' Reduced,Vol 15 0 19 235 1 76 142 866 6 0 755 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Crit Moves **.* ***. **** *... Green/Cycle 0 03 0 00 0 03 0 20 0 20 0 20 0 12 0 73 0 73 0 00 0 61 0 61 Volume/Cap 0 65 0 00 0 65 0 65 0 65 0 23 0 65 0 63 0 63 0 00 0 65 0 10 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Delay/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 Queue 1 0 1 5 0 2 4 11 0 0 12 1 **.***************************************************.***************....*....* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be1levue Page 5 c-::J LJ LJ ~ LJ ~ Cl C:-J c-J WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 11-1 With-Project Conditions Scenario 3- mixed access Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ***********.****************..**.*************.*.*.***.*.*****.*************.*.* Intersection i3 Vancil Road/Yelm Avenue *.*******************..*.*****.***...*.***..*******.*.*.*..**********......**.*. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT ><XXX T R iLnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rt) Case 7 ><XXX 7 ><XXX xxxx 2 xxx>< 5 5 xxxx xx><x 2 f(lt) Case 4 ><XXX 4 4 4 xxxx 1 xxxx xxxx xxxx xx><x xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 ><XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Hev Veh Adj 1 00 ><XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 ><XXX 1 00 1 00 Grade Adj 1 00 ><XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Parking Adj 1 00 ><XXX 1 00 ><XXX xxxx 1 00 ><XXX 1 00 1 00 ><XXX xxxx 1 00 Bus Stp Adj 1 00 ><XXX 1 00 ><XXX xxxx 1 00 xxxx 1 00 1 00 ><XXX xxxx 1 00 Area Adj 1 00 ><XXX 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 RT Adj 0 82 ><XXX 0 82 ><XXX xxxx 0 85 ><XXX 1 00 1 00 ><XXX ><XXX 0 85 LT Adj 0 98 ><XXX 0 98 0 95 0 95 xxxxx 0 95 xxxx xxxxx ><XXX ><XXX xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 i 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 ------------1---------------1 I---------u----I 1--------- ------11---------------1 Delay Adjustment Factor Module Coordinated. < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 *******.*..****.**********************.********...*******..*****.*************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANS PO Group, Inc. LJ L1 L1 c=J c-:J Cl Ll C~ LJ c--J WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 12-1 With-Project Conditions Scenario 3- mixed access Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) .......******..*.....**.*****.........*****.****...**.*.*********************.** Intersection *3 Vancil Road/Ye1m Avenue ****..........**.*********.*****.*********************************************** Cycle (see) 85 Critical Vol ICap (X) 0 652 Loss Time (see) 3 (Y+R = 9 sec) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B **************************************************.*********************....**** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 11 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------1 1---------------1 1-------7-------1 1---------------1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 1 65 125 762 5 0 649 85 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0:, Initial Fut 10 0 13 200 1 65 125 762 5 0 649 85' User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00" PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 15 0 19 235 1 76 142 866 6 0 755 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Cr i t Moves * * * * * * * * * * * * * * * * Green/Cycle 0 03 0 00 0 03 0 20 0 20 0 20 0 12 0 73 0 73 0 00 0 61 0 61 Volume/Cap 0 65 0 00 0 65 0 65 0 65 0 23 0 65 0 63 0 63 0 00 0 65 0 10 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Delay/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 Queue 1 0 1 5 0 2 4 11 0 0 12 1 ****************************************************************************.*** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 6 C~ LJ rJ c-J LJ ~ LJ c:-J WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 13-1 With-Project Conditions Scenario 3- mixed access Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative LJ *****.***.**********************.****.*.********************.*************.*.*** Intersection #3 Vancil Road/Yelm Avenue *.*******************....***********.*......********-*.****.*.*.*.********.***** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT XXX>< T R itLnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh. 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case 7 XXX>< 7 XXX>< XXX>< 2 XXX>< 5 5 XXX>< XXX>< 2 f(lt) Case 4 XXX>< 4 4 4 XXX>< 1 XXX>< XXX){ XXX){ XXX){ XXX){ ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 XXX){ 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX){ 1 00 Hev Veh Adj 1 00 XXX){ 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX){ 1 00 Grade Adj 1 00 XXX){ 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX){ 1 00 Parking Adj 1 00 XXX){ 1 00 XXX){ XXX>< 1 00 XXX>< 1 00 1 00 XXX>< XXX>< Bus Stp Adj 1 00 XXX>< 1 00 XXX>< XXX>< 1 00 XXX>< 1 00 1 00 XXX>< XXX>< Area Adj 1 00 XXX>< 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX){ 1 00 RT Adj 0 82 XXX>< 0 82 XXX>< XXX>< 0 85 XXX){ 1 00 1 00 XXX){ XXX){ LT Adj 0 98 XXX>< 0 98 0 95 0 95 xxxxx 0 95 XXX){ xxxxx XXX>< XXX){ HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00. 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 ------------1---------------1 I----------h---I I--------h -----11 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 ****************************.*************************************************** 1 00 1 00 1 00 1 00 1 00 1 00 o 85 xxxxx o 85 1 00 1 00 o 85 1 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. 12 c::J c::J LJ CJ WP3MXACC CMD LJ LJ CJ c-J c-J CJ Wed Sep 17, 1997 13 33 41 Page 14-1 With-Project Conditions Scenario 3- mixed access Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ************************************************************************.***...* Intersection #4 NE 103rd ST / Yelm Avenue *******************************************************************......**.*... Average Delay (sec/veh) 1 3 Worst Case Level Of Service F ***************************************************************************...** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------11---------------11---------------11---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 11 0 89 88 922 0 0 824 10 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 0 11 0 89 88 922 0 0 824 10 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 0 88 0 88 0 88 0 92 0 92 0 92 0 91 0 91 0 91 PHF Volume 0 0 0 13 0 101 96 1002 0 0 905 11 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 0 0 13 0 101 96 1002 0 0 905 11. ------------1---------------1 1---------------1 1---------------1 I---------------{ Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars XXX){ XXX){ XXX>< XXX>< XXX){ XXX){ XXX){ XXX>< % Truck/Comb XXX){ XXX){ XXX>< XXX){ XXX){ XXX){ XXX){ XXX>< peE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE XXX>< XXX){ XXX){ xxxx XXX){ XXX){ XXX){ XXX)( Trck/Cmb PCE xxxx XXX){ xxxx xxxx xxxx XXX){ XXX){ XXX>< Adj Vol 0 0 0 14 0 111 105 1002 0 0 905 11 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time xxxxx XXX>< Xxxxx 3 4 XXX){ 2 6 2 1 XXX){ xxxxx xxxxx XXX){ xxxxx Critical Gp xxxxx XXX){ xxxxx 6 5 XXX){ 5 5 5 0 XXX){ xxxxx xxxxx XXX){ xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol XXX>< XXX){ xxxxx Potent Cap XXX>< XXX>< xxxxx Adj Cap XXX){ XXX>< xxxxx 0 Move Cap XXX){ XXX>< xxxxx ------------1---------------1 I Level Of Service Module Stopped Del xxxxx XXX>< xxxxx LOS by Move · · Movement LT - LTR - RT Shared Cap XXX){ XXX>< xxxxx Shrd StpDel xxxxx XXX>< xxxxx Shared LOS · . · ApproachDel 0 0 2009 73 83 61 XXX){ XXX){ XXX){ XXX){ 911 916 XXX){ xxxxx XXX){ XXX){ xxxxx 478 627 XXX){ xxxxx XXX){ XXX)( xxxxx 1 00 1 00 XXX){ xxxxx XXX){ XXX)( xxxxx 478 627 XXX){ xxxxx XXX){ XXX){ xxxxx 11---------------11---------------1 6 8 XXX){ xxxxx xxxxx XXX>< xxxxx B * * * . . LT - LTR - RT XXX){ XXX){ xxxxx xxxxx XXX){ xxxxx LT - LTR - RT XXX){ XXX>< xxxxx xxxxx XXX)( xxxxx . . o 6 o 0 74 8 XXX){ 9 5 F . B LT - LTR - RT XXX>< XXX>< xxxxx xxxxx XXX){ xxxxx 16 7 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue Page 7 CJ c-J LJ CJ WP3MXACC CMD LJ Wed Sep 17, 1997 13 33 41 With-Project Conditions Scenario 3- mixed access LJ Cl LJ Page 15-1 LJ Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ***.********************.*.*.*.**...***********..***********.*.*.*************** Intersection *4 NE 103rd ST / Ye1m Avenue *...********.************************************.****.************************* Average Delay (sec/veh) 1 3 Worst Case Level Of Service F ***************.*******.****.***********.*.************************************* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 --~---------I---------------I 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 Growth Adj 1 00 1 00 1 00 Initial Bse 0 0 0 Added Vol 0 0 0 PasserByVo1 0 0 0 Initial Fut 0 0 0 User Adj 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 PHF Volume 0 0 0 Reduct Vol 0 0 0 Final Vol 0 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cyc1/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 0 0 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 xxxx 5 5 5 0 xxxx lOCXXX lOCXXX xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol xxxx xxxx lOCXXX 2009 xxxx 911 916 xxxx lOCXXX xxxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx 73 xxxx 478 627 xxxx lOCXXX xxxx xxxx xxxxx Adj Cap xxxx xxxx xxxxx 0 83 xxxx 1 00 1 00 xxxx lOCXXX xxxx xxxx xxxxx 'Move Cap xxxx xxxx xxxxx 61 xxxx 478 627 xxxx lOCXXX xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move * * * Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDe1 lOCXXX xxxx lOCXXX Shared LOS ApproachDel 11 0 1 00 1 00 11 0 o 0 o 0 11 0 1 00 1 00 o 88 0 88 13 0 o 0 13 0 o 0% XXXX xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx xxxx 14 0 111 89 1 00 89 o o 89 1 00 o 88 101 o 101 88 1 00 88 o o 88 1 00 o 92 96 o 96 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 105 1002 922 1 00 922 o o 922 1 00 o 92 1002 o 1002 o 1 00 o o o o 1 00 o 92 o o o o 1 00 o o o o 1 00 091 o o o 824 1 00 824 o o 824 1 00 o 91 905 o 905 10 1 00 10 o o 10 1 00 o 91 11 o 11 0% xxxx XXX)( xxxx XXX)( 1 10 1 00 1 00 xxxx XXX)( xxxx xxxx o 905 11 o 74 8 xxxx 9 5 6 8 xxxx lOCXXX xxxxx XXX)( xxxxx F * B B. * * LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx lOCXXX xxxx xxxx lOCXXX xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx o 0 16 7 o 6 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue o 0 The TRANSPO Group, Inc. CJ LJ LJ c-J LJ c=-J LJ c:::-J CJ CJ WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 16-1 With-Project Conditions Scenario 3- mixed access Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) *************************************************.***************************... Intersection ~5 1st ST / Yelm Avenue *************************.*********..*************************.***.*.*.*........ Cycle (see) 100 Critical Vol/Cap (X) 0 845 Loss Time (see) 3 (Y+R = 4 see) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C ...*..*****.*..***...........*....*....*....*****.**.*.****.*.*................. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 695 89 180 573 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 695 89 180 573 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96 PHF Volume 202 116 262 76 82 133 168 747 96 188 597 36: Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 Oi Reduced Vol 202 116 262 76 82 133 168 747 96 188 597 36 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 747 96 188 597 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 89 0 11 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 45 0 45 0 10 0 34 0 34 Crit Moves .... .... .... *..* Green/Cycle 0 15 0 26 0 26 0 05 0 16 0 16 0 14 0 54 0 54 0 12 0 52 0 52 Volume/Cap 0 76 0 85 0 85 0 85 0 76 0 76 0 65 0 85 0 85 0 85 0 65 0 65 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module De1ay/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 User De1Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDe1/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 Queue 6 4 8 3 3 4 5 19 3 6 12 1 ********.******.**.******..***.**.*.***..******.**********.*.*..********..**.*** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue Page 8 Approach North Bound South Bound East Bound West Bound Movement L - or - R L - T - R L - T - R L - T - R ------------1---------------11---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT lILnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops flrt) and fllt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 XXX)( 5 5 xxxx 5 5 f ( 1 t) Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln wid Adj 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 LT Adj 0 95 xxxx xxxxx 0 95 xxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 ------------1---------------11 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ******************************************************************************** c:J r------I~_. L ~. c--J L~ LJ c-J LJ LJ :'1 WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 17-1 With-Project Conditions Scenario 3- mixed access Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ******************************************************************************** Intersection liS 1st ST / Ye1m Avenue *********************.*****....**..******.**.*************************.********* 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 XXX)( 1 00 1 00 1 00 1 00 o 91 XXX)( 0 98 xxxxx 0 95 xxxx o 91 0 95 0 98 1 00 1 00 1 00 1 00 1 00 1 00 o 91 0 95 0 98 II 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 1 00 1 00 o 98 XXX)( 0 99 xxxxx 0 95 XXX>< o 98 0 95 0 99 1 00 1 00 1 00 1 00 1 00 1 00 o 98 0 95 0 99 II Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue The TRANSPO Group, Inc. c--J 1 00 1 00 1 00 1 00 1 00 1 00 o 99 xxxxx o 99 1 00 1 00 o 99 ----I 12 CJ LJ CJ CJ c-J c-J c:-J LJ LJ c::-J -', \ , WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 18-1 With-Project Conditions Scenario 3- mixed access Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) *****************************************************************************.** Intersection liS 1st ST / Ye1m Avenue ********.*************************************************************.****...** Cycle (sec) 100 Critical Vol/Cap (X) 0 845 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C ****....*************************************************************.****.**... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------11---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 .695 89 180 573 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 695 89 180 573 35 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 166 95 215 65 70 113 156 695 89 180 573 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00. PHF Adj o 82 0 82 o 82 o 85 0 85 o 85 o 93 0 93 o 93 o 96 0 96 o 96 PHF Volume 202 116 262 76 82 133 168 747 96 188 597 36 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 202 116 262 76 82 133 168 747 96 188 597 36 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 747 96 188 597 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment o 95 0 90 o 90 o 95 0 91 o 91 o 95 0 98 o 98 o 95 0 99 o 99 Lanes 1 00 0 31 o 69 1 00 0 38 o 62 1 00 0 89 o 11 1 00 0 94 o 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Analysis Module Vol/Sat o 11 0 22 o 22 o 04 0 12 o 12 o 09 0 45 o 45 o 10 0 34 o 34 Crit Moves **** _..* **** ._.- Green/Cycle o 15 0 26 o 26 o 05 0 16 o 16 o 14 0 54 o 54 o 12 0 52 o 52 Volume/Cap o 76 0 85 o 85 o 85 0 76 o 76 o 65 0 85 o 85 o 85 0 65 o 65 ------------I---------------II----------u-u 11--------------- 1"1---------------1 Level Of Service Module De1ay/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDe1/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 Queue 6 4 8 3 3 4 5 19 3 6 12 1 ****************************************************************************.*** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 9 CJ Ll ~ LJ c-=J CJ C~ c-J CJ "! WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 19-1 With-Project Conditions Scenario 3- mixed access Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative *********.*********...*..*.*.****.*.****.************.****..............******** Intersection #5 1st ST / Ye1m Avenue ***...****.*.*********.*.*....*****.*.******.*.***..********.**.***************. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rt) Case xxxx 5 5 xxxx 5 5 xxxx 5 5 xxxx 5 5 f ( 1 t) Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 0 91 xxxx 0 98 0~98 xxxx 0 99 LT Adj 0 95 XXX>( xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 xxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 ------------1---------------11---------------11---------------11 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ****...*.**********..**....*********.****************.***.*******.**....***.**** 1 00 1 00 1 00 1 00 1 00 1 00 o 99 xxxxx o 99 1 00 1 00 o 99 1 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be1levue The TRANSPO Group, Inc. 12 ~ CJ CJ c-J WP3MXACC CMD L:J C-J C-=:J LJ c-:J c-J '-....~ Wed Sep 17, 1997 13 33 41 Page 20-1 With-Project Conditions Scenario 3- mixed access Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) **********.*....********.***********.*.************.....**.****.*****........... Intersection #6 Solberg ST / Ye1m Avenue **********************************************************************.****.**** Average Delay (sec/veh) 1 2 Worst Case Level Of Service E *********************.***************************************************.*...** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 I~--------------I Volume Module Base Vol 14 3 14 6 1 3 20 851 60 25 569 11 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 14 3 14 6 1 3 20 851 60 25 569 11 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 0 83 0 83 0 83 0 93 0 93 0 93 0 87 0 87 0 87 PHF Volume 21 5 21 7 1 4 22 915 65 29 654 13 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 21 5 21 7 1 4 22 915 65 29 654 13" ------------1---------------1 1---------------11---------------11---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 23 5 23 8 1 4 24 915 65 32 654 13 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------11---------------1 Capacity Module Cnflict Vol 1660 1664 947 Potent Cap 116 146 459 Adj Cap 0 87 0 85 1 00 Move Cap 101 124 459 ------------1---------------11 Level Of Service Module Stopped Del 45 1 30 1 LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel LT - LTR xxxx 160 xxxxx 31 7 . E 27 0 - RT xxxxx xxxxx 8 2 1671 114 o 81 93 1690 142 o 85 120 660 667 xxxx xxxxx 980 xxxx xxxxx 641 825 xxxx xxxxx 585 xxxx xxxxx 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx 641 825 xxxx xxxxx 585 xxxx xxxxx 11_______________ 11---------------1 42 0 30 2 5 4 5 xxxx A LT - LTR xxxx xxxx xxxxx xxxx xxxxx 6 5 xxxx xxxxx B . . LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx LT - LTR - RT xxxx 129 xxxxx xxxxx 30 8 xxxxx E 29 9 - RT xxxxx xxxxx o 1 o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 10 c:=-J c::-J Ll WP3MXACC CMD CJ LJ [J Wed Sep 17, 1997 13 33 41 With-Project Conditions Scenario 3- mixed access LJ [J Ll Page 21-1 ----------------------------~--------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) **********.*******************.*~****.***.**..**..*.*......-.--..-.-....-..--..- Intersection #6 Solberg ST / Yelm Avenue ....--............-...........--.-.......................*-_.................... Average Delay (sec/veh) 1 2 Worst Case Level Of Service E ..-.................................................--.......-.............--... LT - LTR - RT xxxx 160 xxxxx xxxxx 3 1 7 xxxxx E 27 0 14 00 14 o o 14 00 66 21 o 21 6 1 1 00 1 00 6 1 o 0 o 0 6 1 1 00 1 00 o 83 0 83 7 1 o 0 7 1 3 1 00 3 o o 3 1 00 o 83 4 o 4 20 1 00 20 o o 20 1 00 o 93 22 o 22 851 1 00 851 o o 851 1 00 o 93 915 o 915 xxxxx - RT 60 1 00 60 o o 60 1 00 o 93 65 o 65 25 1 00 25 o o 25 1 00 o 87 29 o 29 569 1 00 569 o o 569 1 00 o 87 654 o 654 11 00 11 o o 11 1 00 o 87 13 o 13 0% xxxx xxxx xxxx xxxx 1 10 1 00' 1 00 xxxx xxxx xxxx xxxx 32 654 6 5 xxxx xxxxx B . . LT - LTR - RT xxxxx xxxx xxxx xxxxx xxxxx xxxxx xxxx xxxxx o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Bellevue 0% XXXX xxxx XXXX xxxx 10 1 10 1 10 XXXX XXXX xxxx xxxx 8 1 8 2 42 0 30 2 The TRANSPO Group, Inc. LT - LTR - RT xxxx 129 ><><XXX xxxxx 30 8 xxxxx E 29 9 4 0% xxxx xxxx xxxx XXXX 1 10 1 00 1 00 xxxx xxxx xxxx XXX>< 24 915 65 5 6 4 5 xxxx A . LT - LTR xxxx xxxx xxxxx xxxx o 1 13 [J [J c-J LJ LJ WP3MXACC CMD c--J LJ C-:J c-J LUJ '''" J I Wed Sep 17, 1997 13 33 41 Page 22-1 With-Project Conditions scenario 3- mixed access Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) ..-......--........-----...--.........................-..-..-...............--.. Intersection #7 SR 507 Site Access ...........*................................*.........................**.**...** Average Delay (sec/veh) 1 4 Worst Case Level Of Service D .*..**...*********************..***...*..........**.******.**..**.**.*.*...,..*.. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------11---------------11---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------I---------------II----u---------II u_____________II_______________1 Volume Module Base Vol 45 0 33 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 Initial Bse 45 0 33 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 90 0 90 0 90 1 00 1 00 PHF Volume 50 0 37 0 0 Reduct Vol 0 0 0 0 0 Final Vol 50 0 37 0 0 ------------1---------------11 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars XXX>< xxxx xxxx xxxx XXX>< xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx XXX>< xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx XXX>< xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 55 0 40 0 0 0 0 601 50 40 633 0 ------------1---------------1 1---------------1 1---------------1 I--------~------I Critical Gap Module MoveUp Time 3 4 xxxx 2 6 xxxxx xxxx xxxxx ><><XXX XXX>< ><><XXX 2 1 xxxx ><><XXX Critical Gp 6 5 xxxx 5 5 xxxxx xxxx xxxxx ><><XXX xxxx xxxxx 5 0 xxxx ><><XXX ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1296 XXX>< 626 XXX>< xxxx xxxxx xxxx xxxx ><><XXX 651 xxxx ><><XXX Potent Cap 188 xxxx 667 XXX>< xxxx xxxxx xxxx xxxx ><><XXX 839 xxxx ><><XXX Adj Cap 0 92 xxxx 1 00 xxxx xxxx xxxxx xxxx xxxx ><><XXX 1 00 ><XXX ><><XXX Move Cap 174 xxxx 667 xxxx xxxx xxxxx xxxx xxxx ><><XXX 839 xxxx ><><XXX ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 29 1 XXX>< LOS by Move Movement Shared Cap Shrd StpDe1 Shared LOS ApproachDel 5 7 o 0 541 45 33 570 0 00 1 00 1 00 1 00 1 00 1 00 1 00 o 0 541 45 33 570 0 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 0 90 0 90 0 90 0 90 0 9.0 o 0 601 50 37 633 0 0000000 o 0 601 50 37 633 0' 11---------------11---------------1 LT - LTR - RT LT - LTR - RT LT - LTR - RT XXX>< 253 xxxxx xxxx xxxx xxxxx xxxx xxxx ><><XXX xxxxx 21 6 xxxxx xxxxx xxxx xxxxx xxxxx XXX>< ><><XXX D 19 2 4 5 xxxx ><><XXX A" LT - LTR - RT xxxx xxxx ><><XXX ><><XXX xxxx ><><XXX xxxxx ){XXX x.xxxx xxxxx xxxx xxxxx o 0 o 0 o 3 Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 0 0 1! 0 0 ____________1_______________11_______________11________u_____II_____________u 1 Volume Module Base Vol 14 3 Growth Adj 1 00 1 00 1 Initial Bse 14 3 Added Vol 0 0 PasserByVol 0 0 Initial Fut 14 3 User Adj 1 00 1 00 1 PHF Adj 0 66 0 66 0 PHF Volume 21 5 Reduct Vol 0 0 Final Vol 21 5 Adjusted Volume Module Grade 0% % Cycle/Cars XXX>< xxxx % Truck/Comb XXX>< xxxx PCE Adj 1 10 1 10 1 10 1 Cyc1/Car PCE XXX>< XXX>< Trck/Cmb PCE XXX>< XXX>< Adj Vol 23 5 23 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 ><XXX xxxxx 2 1 XXX>< xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1660 1664 947 1671 1690 660 667 xxxx xxxxx 980 xxxx xxxxx Potent Cap 116 146 459 114 142 641 825 xxxx xxxxx 585 xxxx xxxxx Adj Cap 0 87 0 85 1 00 0 81 0 85 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 101 124 459 93 120 641 825 xxxx xxxxx 585 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 45 1 30 1 LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel Traffix 6 A 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue Page 11 c-J LJ LJ [J CJ LJ LJ WP3MXACC CMD Wed Sep 17, 1997 13 33 41 With-Project Conditions Scenario 3- mixed access [J Page 23-1 LJ Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) **.******************.*.*.*..***********...***.*.****...*............*....****.. Intersection i7 SR 507 Site Access ..*..***..*******..*....***......**.**...........................*****.****..*** Average Delay (sec/veh) 1 4 Worst Case Level Of Service D .......******.**.................**.........***....*..**.**********...*.*.*.*.*. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 45 0 Growth Adj 1 00 1 00 1 Initial Bse 45 0 Added Vol 0 0 PasserByVo1 0 0 Initial Fut 45 0 User Adj 1 00 1 00 1 PHF Adj 0 90 0 90 0 PHF Volume 50 0 Reduct Vol 0 0 Final Vol 50 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 55 0 40 Critical Gap Module MoveUp Time 3 4 xxxx 2 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 1 xxxx xxxx>< Critical Gp 6 5 xxxx 5 5 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1296 xxxx 626 xxxx xxxx xxxxx xxxx xxxx xxxxx 651 xxxx xxxxx Potent Cap 188 xxxx 667 xxxx xxxx xxxxx xxxx xxxx xxxxx 839 xxxx xxxxx Adj Cap 0 92 XXX>< 1 00 XXX>< xxxx xxxxx xxxx xxxx xxxxx 1 00 xxxx xxxxx Move Cap 174 xxxx 667 XXX>< xxxx xxxxx xxxx xxxx xxxxx 839 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 I-------------~-I Level Of Service Module Stopped Del 29 1 xxxx 5 7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move · .. * * . . .. * * Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap XXX>< 253 xxxxx XXX>< xxxx xxxxx xxxx xxxx xxxxx Shrd StpDe1 xxxxx 21 6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS . D ApproachDel 19 2 33 00 33 o o 33 00 90 37 o 37 o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 o 1 00 o o o o 1 00 1 00 o o o o 1 00 o o o o 1 00 1 00 o o o 541 1 00 541 o o 541 1 00 o 90 601 o 601 0% 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 ><XXX ><XXX ><XXX ><XXX o 601 50 XXX>< ><XXX XXX>< ><XXX 10 1 10 1 10 XXX>< ><XXX XXX>< ><XXX o 0 o o 0 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Bellevue o 3 The TRANSPO Group, Inc. 45 1 00 45 o o 45 1 00 o 90 50 o 50 33 1 00 33 o o 33 1 00 o 90 37 o 37 0% ><XXX ><XXX xxxx xxxx 1 10 1 00 1 00 ><XXX xxxx xxxx xxxx 40 633 4 5 XXX>< A LT - LTR xxxx XXX>< ){)(Xxx xxxx . 570 1 00 570 o o 570 1 00 o 90 633 o 633 o 1 00 o o o o 1 00 o 90 o o o xxxxx - RT xxxxx xxxxx o LJ LJ [J CJ LJ [J LJ CJ CJ LJ 'j WP3MXACC CMD Wed Sep 17, 1997 13 33 41 Page 24-1 -------------------------------------------------------------------------------- With-Project Conditions Scenario 3- mixed access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsi~alized Method (Base Volume Alternative) ...............*..*................*.*****************************.************* Intersection i8 Bald Hill Road Site Access *********.*****.**.**.*****.**.**..*..**.*.**.**.*.****.***********************. Average Delay (sec/veh) 0 1 Worst Case Level Of Service A .**.*******...*....**......**.*..*..*...*.*...***.****.***...*********.****.**.. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 0 257 27 0 507 0 0 0 0 0 0 27 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 257 27 0 507 0 0 0 0 0 0 27 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Volume 0 257 27 0 507 0 0 0 0 0 0 27 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 257 27 0 507 0 0 0 0 0 0 27, ------------1---------------1 1---------------1 1---------------1 1---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars ><XXX xxxx ><XXX xxxx ><XXX xxx>< xxxx xxxx % Truck/Comb xxxx XXX>< xxxx xxxx ><XXX xxxx xxxx ><XXX PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cycl/Car PCE ><XXX xxxx ><XXX xxx>< xxxx xxxx xxxx XXX>< Trck/Cmb PCE xxxx xxxx xx><x xxx>< xxxx ><XXX xxxx xxxx Adj Vol 0 257 27 0 507 0 0 0 0 0 0 30 ------------1---------------11_______________11_______________11_______________1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXX>< 2 6 Critical Gp xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXX>< xxxxx xxxxx xxxx 5 5 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnf I ic t Vo 1 xxxx xxxx xxxxx xxxx XXX>< xxxxx xxxx xxxx xxxxx xxxx XXX>< 271 Potent Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1010 Adj Cap xxxx XXX>< xxxxx ><XXX xxxx xxxxx xxxx ><XXX xxxxx xxxx xxxx 1 00 Move Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx ><XXX xxxxx XXX>< xxxx 1010 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx XXX>< 3 7 .. * ... * * A LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT XXX>< xxxx xxxxx ><XXX ><XXX xxxxx xxxx xxxx xxxxx XXX>< xxxx xxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx o 0 o 0 o 0 3 7 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 12 L~ LJ L~ LJ WP3MXACC CMD LJ LJ Wed Sep 17. 1997 13 33 41 With-Project Conditions Scenario 3- mixed access LJ LJ Page 25-1 Intersection #8 Bald Hill Road Site Access Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) LJ ******************************.*******************.***************************** *******************...........***............*.*...***************************** Average Delay (sec/veh) 0 1 Worst Case Level Of Service A ****.......**...........******...****.........****....*****.*************.****** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 257 Growth Adj 1 00 1 00 1 Initial Bse 0 257 Added Vol 0 0 PasserByVol 0 0 Initial Fut 0 257 User Adj 1 00 1 00 1 PHF Adj 1 00 1 00 1 PHF Volume 0 257 Reduct Vol 0 0 Final Vol 0 257 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 0 257 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 2 6 Critical Gp xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 5 5 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnfl ic t Vol xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 271 Potent Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1010 Adj Cap xxxx xxxx xxxxx xxxx xXxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1 00 Move Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1010 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx XXXXX LOS by Move · · · Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS ApproachDel 27 00 27 o o 27 00 00 27 o 27 o 507 1 00 1 00 o 507 o 0 o 0 o 507 1 00 1 00 1 00 1 00 o 507 o 0 o 507 27 0% xxxx xxxx xxxx xxxx 10 1 00 1 00 xxxx xxxx xxxx xxxx o 507 o 1 00 o o o o 1 00 1 00 o o o o 1 00 o o o o 1 00 1 00 o o o o 00 o o o o 00 00 o o o o 1 00 o o o o 1 00 1 00 o o o o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 27 1 00 27 o o 27 1 00 1 00 27 o 27 0% xxxx xxxx xxxx xxxx 10 1 10 1 10 xxxx xxxx xxxx xxxx o 0 30 XXXXX xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3 7 · * * *... * * * A LT - LTR - RT LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx XXXXX xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx . o 0 o 0% xxxx xxxx xxxx xxxx 1 10 1 10 1 10 xxxx ><XXX xxxx xxxx o 0 o 0 o 0 o Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group. Bellevue 3 7 The TRANSPO Group, Inc. LJ c-l LJ [J LJ LJ [J c-l L~l CUJ Page 13 (' ~ c c c c c c 1998 With-Project Conditions Scenario 4 (l G c c c c c c i' ~ r LJ c c c LJ c-J. WPLAS4 CMD LJ LJ LJ LJ Wed Sep 17, 1997 13 28 43 LJ c-J LJ Page 1-1 Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume U Bald Base Added Total #2 Bald Hill Base 288 Added 0 Total 288 With-project conditions Scenario 4 limited access Turning Movement Report Hill 10 o 10 Morris o o o Road/ 185 o 185 Road o 320 o 0 o 320 Rd/Creek st/Yelm Avenue 7 30 38 19 20 o 000 0 7 30 38 19 20 #3 Vancil Road/Yelm Avenue Base 10 0 13 200 Added 0 0 0 0 Total 10 0 13 200 #4 NE 103rd ST / Yelm Avenue Base 0 0 0 11 Added 0 0 0 0 Total 0 0 0 11 #5 1st ST / Yelm Avenue Base 166 95 215 Added 0 0 0 Total 166 95 215 #6 Solberg ST Base 14 Added 0 Total 14 #7 SR 507 Base Added Total #8 Bald Hill Base 0 Added 0 Total 0 #13 Base Added Total 65 o 65 I Yelm Avenue 3 14 6 000 3 14 6 Site o o o Access o 36 o 0 o 36 o o o 1 o 1 o o o 70 o 70 1 o 1 o o o 507 o 507 o o o 138 o 138 84 o 84 o o o 510 o 510 851 o 851 530 o 530 o o o o o o 2 o 2 o o o o o o 518 o 518 569 o 569 566 o 566 o o o o o o o o o 22 o 22 1975 o 1975 Road 265 o 265 Site 19 o 19 Access o o o 45 o 45 65 o 65 125 762 o 0 125 762 426 o 426 52 o 52 85 o 85 1915 o 1915 o o o o o o o o o o o o 89 o 89 88 922 o 0 88 922 5 o 5 o 649 o 0 o 649 10 o 10 1944 o 1944 113 o 113 156 695 o 0 156 695 o o o o 824 o 0 o 824 35 o 35 2452 o 2452 3 o 3 20 o 20 89 o 89 180 573 o 0 180 573 11 o 11 o o o 60 o 60 o o o Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANSPO Group, Inc. o o o o o o o o o o o o o o o o o o 60 o 60 25 o 25 48 o 48 37 o 37 o o o 8 o 8 o o o o o o 739 o 739 1577 o 1577 1217 o 1217 859 o 859 o o o CJ LJ LJ LJ WPLAS4 CMD LJ CJ LJ Wed Sep 17, 1997 13 28 43 c-J LJ c-J -----______________________a____________________________________________________ Page 2-1 With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- Link Volume Report Volume NB Link Type In Out Total SB Link In Out Total U Bald Base Added Total Hill 195 o 195 Road/ 322 o 322 Morris Road 517 458 269 o 0 0 517 458 269 fl2 Bald Hill Base 325 Added 0 Total 325 Rd/Creek st/Yelm Avenue 497 822 77 74 151 o 0 000 497 822 77 74 151 *3 Vancil Road/Ye1m Avenue Base 23 6 29 266 210 Added 0 0 0 0 0 Total 23 6 29 266 210 *4 NE 103rd ST / Yelm Avenue Base 0 0 0 100 98 Added 0 0 0 0 0 Total 0 0 0 100 98 #5 1st ST / Yelm Avenue Base 476 339 815 248 286 Added 0 0 0 0 0 Total 476 339 815 248 286 H6 Solberg ST Base 31 Added 0 Total 31 / Yelm Avenue 86 117 10 000 86 117 10 fl7 SR Base Added Total 507 Site Access 36 85 121 o 0 0 36 85 121 o o o #8 Bald Hill Road Base 284 515 Added 0 0 Total 284 515 Site 799 o 799 Access 507 o 507 #13 Base Added Total o o o o o o o o o o o o 34 o 34 o o o 325 o 325 o o o EB Link In Out Total 727 o 727 86 o 86 148 o 148 826 o 826 586 o 586 566 o 566 o o o o o o WB Link Total In Out Total Volume 234 o 234 1807 o 1807 1616 o 1616 1923 o 1923 1792 o 1792 1517 o 1517 1144 o 1144 o o o o o o o o o 592 o 592 734 o 734 834 o 834 788 975 o 0 788 975 605 o 605 603 o 603 68 o 68 o o o o o o 578 o 578 975 1709 o 0 975 1709 933 1767 o 0 933 1767 871 o 871 566 o 566 19 o 19 o o o o o o 1478 o 1478 981 o 981 476 o 476 892 724 o 0 892 724 1170 o 1170 3950 o 3950 198 o 198 1010 913 o 0 1010 913 3830 o 3830 3888- m 3888 1763 o 1763 4904 o 4904 534 o 534 940 852 o 0 940 852 1476 o 1476 3154 o 3154 44 o 44 931 o 931 1169 o 1169 2434 o 2434 o o o 578 o 578 87 o 87 1718 o 1718 832 o 832 o o o o o o o o o o o o o o o Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group. Bellevue Page 1 CJ CJ Ll c-J C-J c--=}- CJ CJ CJ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 3-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 1 Bald Hill Road/ Morris Road C 1 9 0 000 C 1 9 0 000 + 0 000 V/C # 2 Bald Hill Rd/Creek st/Yelm Ave B 14 3 0 570 B 14 3 0 570 + 0 000 D/V # 3 Vancil Road/Yelm Avenue B 10 1 0 652 B 10 1 0 652 + 0 000 D/V # 4 NE 103rd ST / Yelm Avenue F 1 3 0 000 F 1 3 0 000 + 0 000 V/C # 51st ST / Yelm Avenue C 24 9 0 845 C 24 9 0 845 + 0 000 D/V # 6 Solberg ST / Yelm Avenue E 1 2 0 000 E 1 2 0 000 + 0 000 V/C # 7 SR 507 Site Access B o 3 0 000 B o 3 0 000 + 0 000 V/C # 8 Bald Hill Road Site Access A o 4 0 000 A o 4 0 000 + 0 000 V/C Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue The TRANS PO Group. Inc. Lj c-J ~ CJ c-J LJ c-~ ~ LJ ~ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 4-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) .****...***...****..**********************************...**************.****...* Intersection #1 Bald Hill Road/ Morris Road .....***.**********..**.***....***....*****.........*****.********************** Average Delay (sec/vehl 1 9 Worst Case Level Of Service C ***************.*********************************************...*...*......*.*.* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------11---------------11---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 l! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 10 185 0 0 320 138 84 0 2 0 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 185 0 0 320 138 84 0 2 0 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 0 89 0 89 0 89 0 67 0 67 0 67 1 00 1 00 1 00 PHF Volume 11 195 0 0 360 155 125 0 3 0 0 0 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 11 195 0 0 360 155 125 0 3 0 0 0 ------------1---------------1 1---------------1 ,---------------1 1---------------1: Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx)(xxx % Truck/Comb xxxx xxxx ><XXX xxxx XXX>< ><XXX xxxx)(xxx PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx ><XXX xxxx)(xxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx)(xxx Adj Vol 12 195 0 0 360 155 138 0 3 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4)(XXX 2 6 xxxxx =Xx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx xxxx xxxxx 6 5 ><XXX 5 5 xxxxx )(XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 515 ><XXX xxxxx =Xx xxxx xxxxx 642 ><XXX 437 )(XXX xxxx xxxxx Potent Cap 975 xxxx xxxxx ><XXX ><XXX xxxxx 450 xxxx 832 ><XXX ><XXX xxxxx Adj Cap 1 00 ><XXX xxxxx xxxx xxxx xxxxx 0 99 xxxx 1 00 )(XXX ><XXX xxxxx Move Cap 975 ><XXX xxxxx xxxx xxxx xxxxx 444 xxxx 832)(XXX)(XXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 xxxx xxxxx xxxxx xxxx xxxxx 11 3 xxxx 4 3 xxxxx )(XXX xxxxx LOS by Move A." * . * . * . * .. * Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 448 xxxxx ><XXX xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11 2 xxxxx xxxxx )(XXX xxxxx Shared LOS · . . . * . * c .. . . ApproachDel 0 2 0 0 11 1 0 0 Traffix 6 8 0710 (cl 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 2 CJ CJ LJ CJ WPLAS4 CMD LJ Wed Sep 17, 1997 13 28 43 c-J With-project conditions Scenario 4 limited access LJ CJ LJ Page 5-1 Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ******..****************.......*...***.....*****......************.************. Intersection #1 Bald Hill Road/ Morris Road ....**.***....****....................**...*...........****...*****....****.*.** Average Delay (sec/veh) 1 9 Worst Case Level Of Service C .****.....**......***.....***......**.***.......**......................*.....** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 I---~---------~-I Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 1 0 0 0 0 0 0 1 0 0 0 l! 0 0 0 0 1! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 10 185 0 Growth Adj 1 00 1 00 1 00 Initial Bse 10 185 0 Added Vol 0 0 0 PasserByVol 0 0 0 Initial Fut 10 185 0 User Adj 1 00 1 00 1 00 PHF Adj 0 95 0 95 0 95 PHF Volume 11 195 0 Reduct Vol 0 0 0 Final Vol 11 195 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Crnb PCE xxxx xxxx Adj Vol 12 195 Critical Gap Module MoveUp Time 2 1 xxxx xxxxx xxxxx xxxx xxxxx 3 4 XXX>< 2 6 xxxxx xxxx xxxxx Critical Gp 5 0 xxxx xxxxx xxxxx xxxx xxxxx 6 5 XXX>< 5 5 xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 515 xxxx xxxxx xxxx xxxx xxxxx 642 XXX>< 437 XXX){ XXX){ xxxxx Potent Cap 975 XXX){ xxxxx XXX){ XXX){ xxxxx 450 XXX){ 832 XXX){ XXX){ xxxxx Adj Cap 1 00 XXX){ xxxxx XXX){ XXX){ xxxxx 0 99 XXX>< 1 00 XXX>< XXX){ xxxxx Move Cap 975 XXX){ xxxxx XXX){ XXX){ xxxxx 444 XXX>< 832 XXX>< XXX>( xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 3 7 XXX){ xxxxx xxxxx XXX){ xxxxx 11 3 XXX>< LOS by Move A * * Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx XXX){ xxxxx Shared LOS ApproachDel o 2 o 320 1 00 1 00 o 320 o 0 o 0 o 320 1 00 1 00 o 89 0 89 o 360 o 0 o 360 0% o xxxx XXX>< xxxx xxxx 10 1 00 1 00 xxxx XXX>< xxxx xxxx o 360 155 138 1 00 138 o o 138 1 00 o 89 155 o 155 84 0 1 00 1 00 84 0 o 0 o 0 84 0 1 00 1 00 o 67 0 67 125 0 o 0 125 0 2 1 00 2 o o 2 1 00 o 67 3 o 3 o 1 00 1 o o o o 1 00 1 1 00 1 o o o o 00 o o o o 00 00 o o o o 1 00 o o o o 1 00 1 00 o o o LT - LTR - RT xxxx XXX){ xxxxx xxxxx xxxx xxxxx . o 0 0% xxxx XXX>< xxxx XXX>< 10 1 10 1 10 xxxx XXX>< XXX>< XXX>( 138 0 3 0% xxxx XXX>( xxxx XXX>( 1 10 1 10 1 10 XXX>( xxxx XXX>< XXX){ o 0 LT - LTR - RT LT - LTR - RT XXX>< 448 xxxxx xxxx xxxx xxxxx xxxxx 11 2 xxxxx xxxxx xxxx xxxxx C 11 1 4 3 xxxxx xxxx xxxxx Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group. Bellevue o 0 The TRANSPO Group. Inc. o LJ LJ CJ LJ L:J c-J LJ LJ c-J LJ ---.....\ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 6-1 With-project conditions Scenario 4 limited access Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ..***...***.****................................******......**...**........***** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue .****....**.........**......................**.................................. Cycle (sec) 100 Critical Vol/Cap (X) 0 570 Loss Time (see) 3 (Y+R = 4 see) Average Delay (sec/veh) 14 3 Optimal Cycle 23 Level Of Service B *****************.**********.****************.****....************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 288 7 30 38 19 20 45 510 426 52 518 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 288 7 30 38 19 20 45 510 426 52 518 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 93 0 93 0 93 0 50 0 50 0 50 0 88 0 88 0 88 0 91 0 91 0 91 PHF Volume 310 8 32 76 38 40 51 580 484 57 569 24 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 310 8 32 76 38 40 51 580 484 57 569 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 310 8 32 76 38 40 51 580 484 57 569 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 88 0 88 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Lanes 1 00 0 20 0 80 1 00 0 49 0 51 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 334 1338 1805 852 896 1805 1900 1615 1805 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 17 0 02 0 02 0 04 0 04 0 04 0 03 0 31 0 30 0 03 0 30 0 01 Crit Moves **** .*** **.* _._. Green/Cycle 0 30 0 14 0 14 0 24 0 08 0 08 0 05 0 54 0 54 0 06 0 54 0 54 Volume/Cap 0 57 0 17 0 17 0 17 0 57 0 57 0 55 0 57 0 56 0 57 0 55 0 03 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module Delay/Veh 20 1 24 7 24 7 19 4 32 8 32 8 35 1 10 6 10 6 35 1 10 3 6 9 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 20 1 24 7 24 7 19 4 32 8 32 8 35 1 10 6 10 6 35 1 10 3 6 9 Queue 7 0 1 2 1 1 2 11 9 2 11 0 ********************************.*******************************...************* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 3 c=J C~ LJ c-J CJ LJ L~. CJ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 With-project conditions Scenario 4 limited access Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative LJ Page 7-1 ******************************************************************************** Intersection #2 Bald Hill Rd/Creek st/Yelm Avenue *****************************.*.****...**********...**......*.......***.***.**.. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ---------------------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ---------~--I---------------I 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Ws S~/~ 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f(rt) Case xxxx 5 5 xxxx 5 5 ><XXX XXX)( 2 XXX}( ><XXX 2 f ( 1 t ) Case 1 XXX)( XXX}( 1 XXX}( XXX}( 1 XXX)( XXX}( 1 XXX}( XXX}( ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj XXX)( 1 00 1 00 XXX}( 1 00 1 00 ><XXX XXX}( Bus Stp Adj XXX)( 1 00 1 00 XXX}( 1 00 1 00 xxxX XXX)( Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 88 0 88 XXX}( 0 92 0 92 ><XXX ><XXX LT Adj 0 95 XXX)( xxxxx 0 95 xxxx xxxxx 0 95 ><XXX HCM Sat Adj 0 95 0 88 0 88 0 95 0 92 0 92 0 95 1 00 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 88 0 88 0 95 0 92 0 92 0 95 1 00 ------------1---------------11---------------1 I Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 *****....****.****..**...***.**...*..***..............***********************.*. 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 XXX}( XXX}( 1 00 XXX)( XXX}( 1 00 1 00 1 00 o 85 ><xxx XXX}( xxxxx 0 95 xxxx o 85 0 95 1 00 1 00 1 00 1 00 1 00 1 00 1 00 o 85 0 95 1 00 II Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. 12 1 00 1 00 1 00 1 00 1 00 1 00 o 85 xXXX}( o 85 1 00 1 00 o 85 1 CJ CJ CJ C-:J C-J C~J CJ C-J LJ /-1 LJ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 8-1 With-project conditions Scenario 4 limited access ----------------------------------------------------------------------------~--- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ***.**..*.**........**.**.**.*...*******************************.*************** Intersection #2 Bald Hill Rd/Creek st/Ye1m Avenue *************************************************************.****************** Cycle (sec) 100 Critical Vol/Cap (X) 0 570 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 14 3 Optimal Cycle 23 Level Of Service B **************************************.***********.*******************.********* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 288 7 30 38 19 20 45 510 426 52 518 22 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 288 7 30 38 19 20 45 510 426 52 518 22 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut 288 7 30 38 19 20 45 510 426 52 518 22 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj o 93 0 93 o 93 o 50 0 50 o 50 o 88 0 88 o 88 o 91 0 91 o 91 PHF Volume 310 8 32 76 38 40 51 580 484 57 569 24 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 310 8 32 76 38 40 51 580 484 57 569 24 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 310 8 32 76 38 40 51 580 484 57 569 24 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment o 95 0 88 o 88 o 95 0 92 o 92 o 95 1 00 o 85 o 95 1 00 o 85 Lanes 1 00 0 20 o 80 1 00 0 49 o 51 1 00 1 00 1 00 1 00 1 00 1 00 Final Sat 1805 334 1338 1805 852 896 1805 1900 1615 1805 1900 1615 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module Vol/Sat o 17 0 02 o 02 o 04 0 04 o 04 o 03 0 31 o 30 o 03 0 30 o 01 Crit Moves **** .... *.** .*** Green/Cycle o 30 0 14 o 14 o 24 0 08 o 08 o 05 0 54 o 54 o 06 0 54 o 54 Volume/Cap o 57 0 17 o 17 o 17 0 57 o 57 o 55 0 57 o 56 o 57 0 55 o 03 ------------1---------------11 ~--------------II---------------II---------------I Level Of Service Module Delay/Veh 20 1 24 7 24 7 19 4 32 8 32 8 35 1 10 6 10 6 35 1 10 3 6 9 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 20 1 24 7 24 7 19 4 32 8 32 8 35 1 10 6 10 6 35 1 10 3 6 9 Queue 7 0 1 2 1 1 2 11 9 2 11 0 **************************************.*.**.***************.*********..*******.* Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 4 C--J LJ CJ L--j c-J c--J CJ LJ c-=-J WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 9-1 With-project conditions Scenario 4 limited access Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative **********************************.***********************.*.*******.*********** Intersection #2 Bald Hill Rd/Creek st/Ye1m Avenue .*...************************************************.****.************.******** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R --------------------------- 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0 1 0 1 Lane Group L RT RT L RT RT L T R L T R #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 xxxx ><XXX 2 ><XXX ><XXX 2 f ( 1 t) Case 1 xxxx xxxx 1 xxxx xxxx 1 ><XXX ><XXX 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 XXX}( 1 00 1 00 xxxx xxxx 1 00 XXX}( XXX}( 1 00 Bus Stp Adj xxxx 1 00 1 00 XXX}( 1 00 1 00 xxxx ><XXX 1 00 xxxx xxxx 1 00 Area Adj 1 00 1 00 1 00 100 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 88 0 88 XXX}( 0 92 0 92 xxxx xxxx 0 85 xxxx xxxx 0 85 LT Adj 0 95 XXX}( xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx 0 95 XXX}( xxxxx HCM Sat Adj 0 95 0 88 0 88 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 88 0 88 0 95 0 92 0 92 0 95 1 00 0 85 0 95 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < ~ < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > De1AdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ...************.****************..*******************************************.*. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be1levue The TRANSPO Group, Inc. L~ LJ L~ L~ CJ L~ C:J "\ ~ c--J c-J WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 10-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 Vancil Road/Ye1m Avenue ******************************************************************************** Cycle (sec) 85 Critical Vol/Cap (X) 0 652 Loss Time (sec) 3 (Y+R = 9 sec) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------11---------------11---------------11---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 1 65 125 762 5 0 649 85 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86: PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99' Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0' Reduced Vol 15 0 19 235 1 76 142 866 6 0 755 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Crit Moves **** **** **** ***.* Green/Cycle 0 03 0 00 0 03 0 20 0 20 0 20 0 12 0 73 0 73 0 00 0 61 0 61 Volume/Cap 0 65 0 00 0 65 0 65 0 65 0 23 0 65 0 63 0 63 0 00 0 65 0 10 ------------I-------------~~II---------------I 1---------------1 1---------------1 Level Of Service Module De1ay/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 User De1Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 Queue 1 0 1 5 0 2 4 11 0 0 12 1 ******************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be1levue Page 5 L~ CJ CJ LJ LJ LJ" LJ ~ LJ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 11-1 With-project conditions Scenario 4 limited access Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ......................................................*.......-.-.-.--.---...... Intersection #3 Vancil Road/Yelm Avenue ........-..............................................-.....--.-.-.-.-.-..-.--- Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Cps Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT xxxx T R #LnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Cps Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No ~s S=/ft 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HeM Cps f(rt) and f(lt) Adj Case Module f (rt) Case 7 xxxx 7 xxxx xxxx 2 xxxx 5 5 xxxx xxxx 2 fllt) Case 4 xxxx 4 4 4 xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Cps Saturation Adj Module Ln Wid Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Hev Veh Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Grade Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Parking Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 Bus Stp Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 Area Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 RT Adj 0 82 xxxx 0 82 xxxx xxxx 0 85 xxxx 1 00 1 00 xxxx xxxx 0 85 LT Adj 0 98 xxxx 0 98 0 95 0 95 xxxxx 0 95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 *-*_....__..._-*----------*---_.............._----_....-.-.....*---.-..-..---.-. Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue The TRANSPO Group, Inc. CJ L::J LJ LJ c---J c-J c-J C-"] c-=J LJ WPLAS4 CMD Wed Sep 17, 1997 13 '28 43 Page 12-1 With-project conditions Scenario 4 limited access Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ........--...---................................-................*******-**..... Intersection 83 Vancil Road/Yelm Avenue ...*****************......~..**.*.*********.********.*************.************* Cycle (sec) 85 Critical Vol/Cap (X) 0 652 Loss Time (sec) 3 (Y+R = 9 sec) Average Delay (sec/veh) 10 1 Optimal Cycle 27 Level Of Service B .*******************.*********************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Split Phase Split Phase Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 ____________1_______________11_______________11________-------11---------------1 Volume Module Base Vol 10 0 13 200 1 65 125 762 5 0 649 85 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 10 0 13 200 1 65 125 762 5 0 649 85 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 Q\ Initial Fut 10 0 13 200 1 65 125 762 5 0 649 85' User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00' PHF Adj 0 68 0 68 0 68 0 85 0 85 0 85 0 88 0 88 0 88 0 86 0 86 0 86 PHF Volume 15 0 19 235 1 76 142 866 6 0 755 99 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 15 0 19 235 1 76 142 866 6 0 755 99 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 15 0 19 235 1 76 142 866 6 0 755 99 ------------1---------------1 1---------------1 1---------------11---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Lanes 0 44 0 00 0 56 0 99 0 01 1 00 1 00 0 99 0 01 0 00 1 00 1 00 Final Sat 674 0 853 1797 8 1615 1805 1887 13 0 1900 1615 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 02 0 00 0 02 0 13 0 13 0 05 0 08 0 46 0 46 0 00 0 40 0 06 Crit Moves **** **** **** ***. Green/Cycle 0 03 0 00 0 03 0 20 0 20 0 20 0 12 0 73 0 73 0 00 0 61 0 61 Volume/Cap 0 65 0 00 0 65 0 65 0 65 0 23 0 65 0 63 0 63 0 00 0 65 0 10 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Delay/Veh 42 3 0 0 42 3 23 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 42 3 0 0 42 3 23. 1 23 1 18 5 27 7 4 4 4 4 0 0 7 9 4 5 Queue 1 0 1 5 0 2 4 11 0 0 12 1 *************************************************************************.****** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bellevue Page 6 eJ LJ LJ LJ c,~ CJ c-J c-J. c-J WPLAS4 CMD Wed Sep 17. 1997 13 28 43 Page 13-1 With-project conditions Scenario 4 limited access Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ******************************.****************.*.***************.**********..** Intersection 13 Vancil Road/Yelm Avenue .*****..****.****************........*....****.....*******....******.*.*..*.**** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 0 0 1! 0 0 0 1 0 0 1 1 0 0 1 0 0 0 1 0 1 Lane Group LTR LTR LTR LT LT R L RT RT xxxx T R ILnsInGrps 1 1 1 1 1 1 1 1 1 0 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------11---------------1 HCM Ops f(rt) and felt) Adj Case Module f(rt) Case 7 xxxx 7 xxxx xxxx 2 xxxx 5 5 xxxx xxxx 2 f ( 1t) Case 4 xxxx 4 4 4 xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------1---------------1 1---------------1 1---------------11---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Hev Veh Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Grade Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 Parking Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 Bus Stp Adj 1 00 xxxx 1 00 xxxx xxxx 1 00 xxxx 1 00 1 00 xxxx xxxx 1 00 Area Adj 1 00 xxxx 1 00 1 00 1 00 1 00 1 00 1 00 1 00 xxxx 1 00 1 00 RT Adj 0 82 xxxx 0 82 xxxx xxxx 0 85 xxxx 1 00 1 00 xxxx xxxx 0 85 'LT Adj 0 98 xxxx 0 98 0 95 0 95 xxxxx 0 95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 80 1 00 0 80 0 95 0 95 0 85 0 95 1 00 1 00 1 00 1 00 0 85 ------------1---------------1 1---------------1 1---------------11---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 00 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 00 0 85 0 85 **....**********.**........***....****..***..........*****..**.*****..*********. Traffix 6 8 0710 (cl 1996 Dowling Assoc Licensed to TRANSPO Group, Be1levue The TRANS PO Group, Inc. L-:J LJ CJ ~ LJ C,--:J C-:J LJ CJ c-J WPLAS 4 CMD Wed Sep 17, 1997 13 28 43 Page 14-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) .......*..*.****.**..*.****..*....*...........*.......*...*..........**.*...**.* Intersection 14 NE 103rd ST / Yelm Avenue ..............................*......................*..........*..*.***....*... Average Delay (sec/veh) 1 3 Worst Case Level Of Service F ..*........*....***........*........**................................***..*..*. Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 11 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 0 11 0 User Adj 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 0 88 0 88 PHF Volume 0 0 0 13 0 Reduct Vol 0 0 0 0 0 Final Vol 0 0 0 13 0 ------------1---------------11 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol 0 0 0 14 0 111 105 1002 0 0 90S 11 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 xxxx 5 5 5 0 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx 2009 xxxx 911 916 xxxx xxxxx xxxx xxxx xxxxx Potent Cap xxxx xxxx xxxxx 73 xxxx 478 627 xxxx xxxxx xxxx XXXX XXXXX Adj Cap xxxx xxxx xxxxx 0 83 xxxx 1 00 1 00 xxxx xxxxx xxxx xxxx xxxxx Move Cap xxxx xxxx xxxxx 61 xxxx 478 627 xxxx xxxxx xxxx xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move . . Movement LT - LTR Shared Cap xxxx xxxx Shrd StpDel xxxxx xxxx Shared LOS . ApproachDe1 89 88 922 0 0 824 10 00 1 00 1 00 1 00 1 00 1 00 1 00 89 88 922 0 0 824 10 00 1 00 1 00 1 00 1 00 1 00 1 00 o 88 0 92 0 92 0 92 0 91 0 91 0 91 101 96 1002 0 0 90S 11 0000000 101 96 1002 0 0 90S 11 1 I----h----u---II--hu--------- /; - RT xxxxx xxxxx 74 8 xxxx 9 5 F . B LT - LTR - RT xxxx xxxx xxxxx xxxxx xxxx xxxxx 6 8 xxxx xxxxx xxxxx xxxx xxxxx B . · . . * LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx xxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx . . o 0 16 7 o 6 o 0 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bel1evue Page 7 CJ CJ ~I Cj WPLAS4 CMD L~ CJ L~ c-J Wed Sep 17, 1997 13 28 43 With-project conditions Scenario 4 limited access ~j LJ Page 15-1 Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Future Volume Alternative) ************.******..***************.*.********.*.****************************** Intersection #4 NE 103rd ST / Yelm Avenue ***************************.**************.************.*****.*.*********..***** Average Delay (sec/veh) 1 3 Worst Case Level Of Service F ******************************************.*.*******************.*****...*.***** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 0 1 0 0 0 1 1 0 0 1 0 0 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 0 Growth Adj 1 00 1 00 1 00 Ini tial Bse 0 0 0 Added Vol 0 0 0 PasserByVol 0 0 0 Initial Fut 0 0 0 User Adj 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 PHF Volume 0 0 0 Reduct Vol 0 0 0 Final Vol 0 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Mj Vol 0 0 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx 3 4 xxxx 2 6 2 1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp xxxxx xxxx xxxxx 6 5 xxxx 5 5 5 0 xxxx xxxxx xxxxx xxxx xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx 2009 XXX>< 911 916 XXX>< xxxxx xxxx Potent Cap xxxx xxxx xxxxx 73 XXX>< 478 627 xxxx xxxxx xxxx Adj Cap xxxx xxxx xxxxx 0 83 XXX>< 1 00 1 00 XXX>< xxxxx xxxx Move Cap xxxx XXX>< xxxxx 61 xxxx 478 627 xxxx xxxxx xxxx ------------1---------------11---------------11---------------11 Level Of Service Module Stopped Del xxxxx xxxx xxxxx LOS by Move . · Movement LT - LTR Shared Cap xxxx xxxx Shrd StpDel xxxxx xxxx Shared LOS . ApproachDe1 - RT xxxxx xxxxx . o 0 11 1 00 11 o o 11 1 00 o 88 13 o 13 o 1 00 o o o o 1 00 o 88 o o o 89 1 00 89 o o 89 1 00 o 88 101 o 101 88 922 1 00 1 00 88 922 o 0 o 0 88 922 1 00 1 00 o 92 0 92 96 1002 o 0 96 1002 o 1 00 o o o o 1 00 o 92 o o o o 824 1 00 1 00 o 824 o 0 o 0 o 824 1 00 1 00 o 91 0 91 o 905 o 0 o 905 10 1 00 10 o o 10 1 00 o 91 11 o 11 xxxx xxxx xxxx xxxx xxxxx xxxxx xxxxx xxxxx 1 o 0% XXX>< xxxx XXX>< XXX>< 1 10 1 00 1 00 XXX>< XXX>< XXX>< XXX>< o 905 11 xxxxx XXX}{ xxxxx LT - LTR - RT xxxx XXX>< xxxxx xxxxx xxxx xxxxx Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bellevue o 0 The TRANS PO Group, Inc. o 0% XXX>< XXX>< xxxx XXX>< 10 1 10 1 10 xxxx XXX>< xxxx XXX>< 14 0 111 74 8 XXX>< 9 5 F . B LT - LTR - RT xxxx XXX>< XXXXX xxxxx XXX>< xxxxx . 16 7 0% XXX>< XXX>< xxxx XXX>< 10 1 00 1 00 XXX>< XXX>< XXX>< ><XXX 105 1002 6 8 xXxx xxxxx B . . LT - LTR - RT XXX>< XXX>< xxxxx xxxxx ><XXX xxxxx o 6 L~ CJ C~ L~ C-:J C--J L~ C~ C~ C~~ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 16-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access ---------------------------------~---------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) *********************.*.**.**************************..*****...**.**.********..* Intersection #5 1st ST / Yelm Avenue ...***.*.**...*******..*****..******.*.*.********.**...*****...**..**.*.***...** Cycle (sec) 100 Critical Vol/Cap (X) 0 845 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C ..........*......*...**..*...........*...**.**......*.....**.*...*.***.**...*..* Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------I---------~-----I 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 695 89 180 573 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 695 89 180 573 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96', PHF Volume 202 116 262 76 82 133 168 747 96 188 597 36; Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0' Reduced Vol 202 116 262 76 82 133 168 747 96 188 597 36 PCE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 747 96 188 597 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 89 0 11 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 45 0 45 0 10 0 34 0 34 Crit Moves **** **.* **** **** Green/Cycle 0 15 0 26 0 26 0 05 0 16 0 16 0 14 0 54 0 54 0 12 0 52 0 52 Volume/Cap 0 76 0 85 0 85 0 85 0 76 0 76 0 65 0 85 0 85 0 85 0 65 0 65 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module De1ay/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 User De1Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDel/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 Queue 6 4 8 3 3 4 5 19 3 6 12 1 ******.********************************************.**..***********.***..**...** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 8 CJ LJ r~ C-J CJ [j c_~ c--:-J C-J WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 17-1 ----------------------------~------------~-------------------------------------- With-project conditions Scenario 4 limited access Level Of Service Detailed Computation Report 1994 HCM Operations Method Base Volume Alternative ******************************************************************************** Intersection #5 1st ST / Yelm Avenue *************************************************************************...**** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT #LnsInGrps 1 1 1 III 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 ExclusiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 I HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx -5 5 xxxx 5 5 XXlO( 5 5 xxxx 5 5 felt) Case 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXlO( 1 00 1 00 xxxx 1 00 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 XXlO( 1 00 1 00 xxxx 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 0 91 XXlO( 0 98 0 98 xxxx 0 99 0 99 LT Adj 0 95 xxxx xxxxx 0 95 XXlO( xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fn1 Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------1---------------1 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated. < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 ***..*.*...*****************.*****.*******.**********.***.......*****..***...... Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be1levue The TRANS PO Group, Inc. C~ LJ LJ CJ -c=:J C~ -~ LJ c---J c-J LJ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 18-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ********.***....**********.************************.*.**********.*.***********.* Intersection #5 1st ST / Yelm Avenue ***********************************....***************.*******************..**.* Cycle (sec) 100 Critical Vol/Cap (X) 0 845 Loss Time (sec) 3 (Y+R = 4 sec) Average Delay (sec/veh) 24 9 Optimal Cycle 57 Level Of Service C *.*.**********....*.....*******.**********************.**********************.** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Protected Protected Protected Protected Rights Include Include Include Include Min Green 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 166 95 215 65 70 113 156 695 89 180 573 35 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 166 95 215 65 70 113 156 695 89 180 573 35 Added Vol 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol 0 0 0 0 0 0 0 0 0 0 0 0' Initial Fut 166 95 215 65 70 113 156 695 89 180 573 35 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 82 0 82 0 82 0 85 0 85 0 85 0 93 0 93 0 93 0 96 0 96 0 96 PHF Volume 202 116 262 76 82 133 168 747 96 188 597 36 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol 202 116 262 76 82 133 168 747 96 188 597 36 peE Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Final Vol 202 116 262 76 82 133 168 747 96 188 597 36 ------------1---------------1 1---------------1 1---------------1 1---------------1 Saturation Flow Module Sat/Lane 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Lanes 1 00 0 31 0 69 1 00 0 38 0 62 1 00 0 89 0 11 1 00 0 94 0 06 Final Sat 1805 525 1185 1805 659 1070 1805 1650 212 1805 1774 107 ------------1---------------11---------------11---------------11---------------1 Capacity Analysis Module Vol/Sat 0 11 0 22 0 22 0 04 0 12 0 12 0 09 0 45 0 45 0 10 0 34 0 34 Crit Moves **** **** **** .._. Green/Cycle 0 15 0 26 0 26 0 05 0 16 0 16 0 14 0 54 0 54 0 12 0 52 0 52 Volume/Cap 0 76 0 85 0 85 0 85 0 76 0 76 0 65 0 85 0 85 0 85 0 65 0 65 ------------1---------------11---------------11---------------11---------------1 Level Of Service Module Delay/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 User DelAdj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 AdjDe1/Veh 34 5 32 3 32 3 63 0 33 4 33 4 30 2 17 6 17 6 44 6 12 5 12 5 Queue 6 4 8 3 3 4 5 19 3 6 12 1 .*****************.*****.**...***************......*****...**********...******** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group. Bellevue Page 9 CJ L~ L~ C_J C"J. I~?, c-J C:J c.=> c-=J WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 19-1 With-project conditions Scenario 4 limited access Level Of Service Detailed Computation Report 1994HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #5 1st ST / Ye1m Avenue **************************************************.***************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Adjusted Lane Utilization Module Lanes 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 Lane Group L RT RT L RT RT L RT RT L RT RT #LnsInGrps 1 1 1 1 1 1 1 1 1 1 1 1 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Input Saturation Adj Module Lane Width 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh 0 0 0 0 Grade 0% 0% 0% 0% Parking/Hr No No No No Bus Stp/Hr 0 0 0 0 Area Type < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr 0 0 0 0 Exc1usiveRT Include Include Include Include % RT Prtct 0 0 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops f(rt) and f(lt) Adj Case Module f (rt) Case xxxx 5 5 xxxx 5 5 XXlO( 5 5 xxxx 5 5 f (1 t) Case 1 xxxx xxxx 1 XXlO( xxxx 1 xxxx XXXX' 1 xxxx xxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 HCM Ops Saturation Adj Module Ln Wid Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Hev Veh Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Grade Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Parking Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 Bus Stp Adj xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 xxxx 1 00 1 00 Area Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 RT Adj xxxx 0 90 0 90 xxxx 0 91 0 91 xxxx 0 98 0 98 xxxx 0 99 0 99 LT Adj 0 95 xxxx xxxxx 0 95 XXlO( xxxxx 0 95 xxxx xxxxx 0 95 xxxx xxxxx HCM Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 Usr Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 MLF Sat Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Fnl Sat Adj 0 95 0 90 0 90 0 95 0 91 0 91 0 95 0 98 0 98 0 95 0 99 0 99 ------------I----~----------I 1---------------1 1---------------1 1---------------1 Delay Adjustment Factor Module Coordinated < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 0 85 *****.************************************************************************** Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group Be11evue The TRANS PO Group, Inc. c-J CJ C-j CJ C"J WPLAS4 CMD CJ c-J C~ -"') C'-:J C=-:J Wed Sep 17, 1997 13 28 43 Page 20-1 With-project conditions Scenario 4 limited access Level Of Service Computation Report 1994 HCM Unsignalized Method (Base Volume Alternative) *********.********************************************************************** Intersection #6 SOlberg ST / Ye1m Avenue **********************************************************************.***.***** Average Delay (sec/veh) 1 2 Worst Case Level Of Service E ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 I! 0 0 0 0 I! 0 0 0 0 I! 0 0 0 0 11 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 14 3 14 6 1 Growth Adj 1 00 1 00 1 00 1 00 1 00 Initial Bse 14 3 14 6 1 User Adj 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 0 83 0 83 PHF Volume 21 5 21 7 1 Reduct Vol 0 0 0 0 0 Final Vol 21 5 21 7 1 ------------1---------------11 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx xxxx xxxx xxxx XXlO( XXlO( % Truck/Comb xxxx xxxx xxxx XXlO( xxxx xxxx xxxx XXlO( PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx xxxx XXXX XXXX XXXX XXXX XXXX XXlO( Trck/Cmb PCE xxxx xxxx xxxx xxxx XXXX XXXX XXlO( XXlO( Adj Vol 23 5 23 8 1 4 24 915 65 32 654 13 ------------1---------------11---------------11---------------11---------------1 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 xxxx xxxxx 5 0 XXXX xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1660 1664 947 1671 1690 660 667 xxxx xxxxx 980 xxxx xxxxx Potent Cap 116 146 459 114 142 641 825 xxxx xxxxx 585 XXXX xxxxx Adj Cap 0 87 0 85 1 00 0 81 0 85 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 101 124 459 93 120 641 825 xxxx xxxxx 585 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 45 1 30 1 LOS by Move . · Movement _ LT - LTR - RT Shared Cap xxxx 160 xxxxx Shrd StpDel xxxxx 31 7 xxxxx Shared LOS . E ApproachDel 27 0 8 2 42 0 30 2 LT - LTR - RT XXlO( 129 xxxxx xxxxx 30 8 =xxx E 29 9 3 20 851 60 25 569 11 00 1 00 1 00 1 00 1 00 1 00 1 00 3 20 851 60 25 569 11 1 00 1 00 1 00 1 00 1 00 1 00 1 00 o 83 0 93 0 93 0 93 0 87 0 87 0 87 4 22 915 65 29 654 13 0000000 4 22 915 65 29 654 13., 11---------------11---------------1 5 6 4 5 XXlO( A . LT - LTR xxxx XXlO( xxxxx XXlO( XXXXX 6 5 xxxx XXXXX B . · LT - LTR - RT XXlO( XXXX XXXXX =xxx xxxx xxxxx . - RT XXXXX XXXXX o 1 o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Be11evue Page 10 CJ C~ C~ CJ WPLAS4 CMD L~J c-J ,Lj Wed Sep 17, 1997 13 28 43 L~ Page 21-1 CJ -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ..****..*****.*****.............*.............***.....*.*.*...****.****.*.****** Intersection #6 Solberg ST / Yelm Avenue .......*......*******.....*...***..........***........***......*....**.....*..** Average Delay (sec/veh) 1 2 Worst Case Level Of Service E .*....***..*******..........**...**...........**.**...........**.**.......**.*** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 I! 0 0 0 0 11 0 0 0 0 I! 0 0 0 0 11 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 14 3 14 Growth Adj 1 00 1 00 1 00 Initial Bse 14 3 14 Added Vol 0 0 0 PasserByVol 0 0 0 Initial Fut 14 3 14 User Adj 1 00 1 00 1 00 PHF Adj 0 66 0 66 0 66 PHF VolUme 21 5 21 Reduct Vol 0 0 0 Final Vol 21 5 21 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xxxx xxxx Adj Vol 23 5 23 Critical Gap Module MoveUp Time 3 4 3 3 2 6 3 4 3 3 2 6 2 1 xxxx xxxxx 2 1 xxxx xxxxx Critical Gp 6 5 6 0 5 5 6 5 6 0 5 5 5 0 =xx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol 1660 1664 947 1671 1690 660 667 =xx xxxxx 980 =xx xxxxx Potent Cap 116 146 459 114 142 641 825 xxxx xxxxx 585 xxxx =xxx Adj Cap 0 87 0 85 1 00 0 81 0 85 1 00 1 00 xxxx xxxxx 1 00 xxxx xxxxx Move Cap 101 124 459 93 120 641 825 =xx xxxxx 585 xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del 45 1 30 1 LOS by Move Movement Shared Cap Shrd StpDel Shared LOS ApproachDe1 8 2 LT - LTR - RT xxxx 160 xxxxx xxxxx 31 7 xxxxx E 27 0 6 1 1 00 1 00 6 1 o 0 o 0 6 1 1 00 1 00 o 83 0 83 7 1 o 0 7 1 0% xxxx XXlO( XXlO( XXlO( 10 1 10 1 10 XXlO( XXlO( xxxx xxxx 8 1 42 0 30 2 * LT - LTR - RT xxxx 129 xxxxx xxxxx 30 8 xxxxx E 29 9 3 1 00 3 o o 3 1 00 o 83 4 o 4 20 1 00 20 o o 20 1 00 o 93 22 o 22 851 1 00 851 o o 851 1 00 o 93 915 o 915 60 1 00 60 o o 60 1 00 o 93 65 o 65 25 569 1 00 1 00 25 569 o 0 o 0 25 569 1 00 1 00 o 87 0 87 29 654 o 0 29 654 11 1 00 11 o o 11 1 00 o 87 13 o 13 xxxxx - RT xxxxx xxxxx Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANSPO Group, Bel1evue o 3 The TRANS PO Group, Inc. 4 0% xxxx xxxx XXlO( xxxx 1 10 100 1 00 xxxx xxxx xxxx xxxx 24 915 65 5 6 4 5 xxxx Xxxxx A * * LT - LTR - RT =xx XXlO( xxxxx xxxxx XXlO( xxxxx o 1 0% =xx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 32 654 6 5 xxxx B LT - LTR xxxx xxxx xxxxx xxxx . 13 c-J CJ LJ C~ c-~ c__~ LJ C-::::J CJ c-J' WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 22-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Base Volume Alternative) ********************.*******.************************************.*.***.*.*..*** Intersection #7 SR 507 Site Access ********.*.****..***..*.**.*********************.******..*****.******..****..... Average Delay (sec/veh) 0 3 Worst Case Level Of Service B **....*.*..***....*....*****.****.*********************.**************...*..*... Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 36 0 0 Growth Adj 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 0 36 0 0 User Adj 1 00 1 00 1 00 1 00 1 00 PHF Adj 0 90 0 90 0 90 1 00 1 00 PHF Volume 0 0 40 0 0 Reduct Vol 0 0 0 0 0 Final Vol 0 0 40 0 0 ------------1---------------11 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx xxxx =xx xxxx xxxx =xx XXX)( % Truck/Comb xxxx xxxx xxxx =xx xxxx =xx XXlO( XXlO( PCE Adj 1 10 1 10 1 10 1 10 1 10 1 10 1 10 1 00 1 00 1 10 1 00 1 00 Cycl/Car PCE xxxx xxxx xxxx xxxx =xx xxxx XXlO( XXlO( Trck/Cmb PCE xxxx xxxx xxxx xxxx xxxx xxxx XXlO( =xx Adj Vol 0 0 44 0 0 0 0 589 53 45 629 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time xxxxx xxxx 2 6 xxxxx XXlO( xxxxx xxxxx xxxx xxxxx 2 1 XXlO( xxxxx Critical Gp xxxxx xxxx 5 5 xxxxx xxxx xxxxx xxxxx =xx xxxxx 5 0 XXX)( xxxxx ------------1---------------11---------------11---------------11---------------1 Capacity Module Cnflict Vol xxxx xxxx 616 xxxx xxxx xxxxx XXlO( xxxx xxxxx 642 XXX)( xxxxx poten t Cap xxxx xxxx 675 xxxx xxxx xxxxx XXlO( xxxx xxxxx 847 XXX)( xxxxx Adj Cap xxxx XXX)( 1 00 xxxx XXlO( xxxxx xxxx xx.xx xxxxx 1 00 XXlO( XXXXX Move Cap xxxx xxxx 675 xxxx xxxx xxxxx xxxx xxxx xxxxx 847 XXlO( xxxxx ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx 5 7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move . . B . . . . . Movement LT - LTR - RT Shared Cap xxxx xxxx xxxxx Shrd StpDel xxxxx xxxx xxxxx Shared LOS ApproachDel o 0 530 48 37 566 0 00 1 00 1 00 1 00 1 00 1 00 1 00 o 0 530 48 37 566 0 00 1 00 1 00 1 00 1 00 1 00 1 00 00 1 00 0 90 0 90 0 90 0 90 0 90 o 0 589 53 41 629 0 0000000 o 0 589 53 41 629 d. 11---------------11---------------1 LT - LTR - RT LT - LTR - RT xxxx xxxx xxxxx XXlO( xxxx xxxxx xxxxx XXlO( xxxxx xxxxx xxxx xxxxx 4 5 xxxx xxxxx A * * LT - LTR - RT =xx XXlO( xxxxx xxxxx XXlO( xxxxx * 5 7 o 0 o 0 o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue Page 11 LJ C~ CJ c-J c-J c--J C~ L-~ c-J C~ CJ <LJ L~J C:-:J C~ LJ c-J c-J" LJ WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 23-1 WPLAS4 CMD Wed Sep 17, 1997 13 28 43 Page 24-1 -------------------------------------------------------------------------------- With-project conditions Scenario 4 limited access With-project conditions Scenario 4 limited access -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) *******.*.******.*.*.***************************.******************************* Level Of Service Computation Report 1994 HCM Unsigna1ized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 SR 507 Site Access ************...***********.**********.*********************.*************.****** Intersection #8 Bald Hill Road Site Access *******************.************************************************************ Average Delay (sec/veh) 0 3 Worst Case Level Of Service B *************......***...........*.**.******..***********..********************* Average Delay (sec/veh) 0 4 Worst Case Level Of Service A ******************************************************************************** Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Stop Sign Stop Sign Uncontrolled Uncontrolled Rights Include Include Include Include Lanes 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 0 Growth Adj 1 00 1 00 1 Initial Bse 0 0 Added Vol 0 0 PasserByVol 0 0 Initial Fut 0 0 User Adj 1 00 1 00 1 PHF Adj 0 90 0 90 0 PHF Volume 0 0 Reduct Vol 0 0 Final Vol 0 0 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 10 1 10 1 Cycl/Car PCE ><XXX ><XXX Trck/Cmb PCE Xxxx xxxx Adj Vol 0 0 44 Critical Gap Module MoveUp Time xxxxx xxxx 2 6 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2 1 XXlO( xxxxx Cri tical Gp xxxxx xxxx 5 5 xxxxx xxxx xxxxx xxxxx =xx xxxxx 5 0 xxxx xxxxx ------------1---------------1 1---------------1 I------~--------I 1---------------1 Capacity Module Cnflict Vol xxxx xxxx 616 xxxx xxxx xxxxx xxxx xxxx xxxxx 642 XXlO( xxxxx Potent Cap xxxx xxxx 675 xxxx xxxx xxxxx XXlO( xxxx xxxxx 847 XXlO( xxxxx Adj Cap ><XXX xxxx 1 00 xxxx xxxx xxxxx xxxx =xx xxxxx 1 00 XXlO( xxxxx Move Cap xxxx = 675 xxxx xxxx xxxxx xxxx xxxx xxxxx 847" xxxx xxxxx ------------1---------------1 1---------------1 1---------------1 I~--~-----------I Level Of Service Module Stopped Del xxxxx xxxx 5 7 xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move * * B * * * . . . Movement LT - LTR - RT Shared Cap ><XXX xxxx xxxxx Shrd StpDel xxxxx = xxxxx Shared LOS ApproachDel Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 I! 0 0 ------------1---------------11---------------11---------------11---------------1 Volume Module Base Vol 0 265 19 0 507 0 0 0 0 8 0 60 Growth Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 Initial Bse 0 265 19 0 507 0 0 0 0 8 0 60 User Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 1 00 PHF Volume 0 265 19 0 507 0 0 0 0 8 0 60 Reduct Vol 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol 0 265 19 0 507 0 0 0 0 8 0 60" ------------1---------------11---------------11---------------11---------------1 Adjusted Volume Module Grade 0% 0% 0% 0% % Cycle/Cars xxxx xxxx XXlO( XXlO( xxxx xxxx XXlO( xxxx % Truck/Comb xxxx xxxx xxxx xxxx xxxx xxxx XXlO( XXlO( PCE Adj 1 10 1 00 1 00 1 10 1 00 1 00 1 10 1 10 1 10 1 10 1 10 1 10 Cycl/Car PCE xxxx xxxx xxxx xxxx xxxx XXlO( xxxx xxxx Trck/Cmb PCE xxxx xxxx xxxx XXlO( XXlO( XXlO( XXlO( xxxx Adj Vol 0 265 19 0 507 0 0 0 0 9 0 66 ------------1---------------1 1---------------1 1---------------1 1---------------1 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 Critical Gp xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 ------------1---------------11---------------11---------------11---------------1 Capacity Module Cnflict Vol XXlO( xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 782 XXlO( 275 Potent Cap XXlO( ><XXX xxxxx xxxx =xx xxxxx xxxx ><XXX xxxxx 373 XXlO( 1005 Adj Cap XXlO( xxxx xxxxx xxxx =xx xxxxx xxxx xxxx xxxxx 1 00 xxxx 1 00 Move Cap xxxx xxxx xxxxx xxxx XXlO( xxxxx xxxx xxxx xxxxx 373 xxxx 1005 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9 8 xxxx LOS by Move * * * * * * * * * * . Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR Shared Cap ><XXX xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx XXlO( 838 Shrd StpDel xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4 7 Shared LOS * * * * * * * * * . A ApproachDe1 0 0 0 0 0 0 4 5 36 00 36 o o 36 00 90 40 o 40 o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 o 1 00 o o o o 1 00 1 00 o o o o 530 1 00 1 00 o 530 o 0 o 0 o 530 1 00 1 00 1 00 0 90 o 589 o 0 o 589 48 1 00 48 o o 48 1 00 o 90 53 o 53 37 1 00 37 o o 37 1 00 o 90 41 o 41 566 1 00 566 o o 566 1 00 o 90 629 o 629 o 1 00 o o o o 1 00 o 90 o o o 0% ><Xxx XXlO( xxxx XXX>< 10 1 10 1 10 xxxx xxxx xxxx XXlO( o 0 0% xxxx xxxx xxxx xxxx 1 10 1 00 1 00 xxxx xxxx xxxx xxxx o 589 53 0% xxxx xxxx xxxx ><XXX 1 10 1 00 1 00 xxxx xxxx xxxx xxxx 45 629 o o 3 8 4 5 XXX>< A LT - LTR xxxx xxxx xxxxx xXX)( xxxxx - RT xxxxx xxxxx . LT - LTR - RT xxxx xxxx xxxxx xxxxx XXX>< xxxxx . LT - LTR - RT XXlO( xxxx xxxxx xxxxx xxxx xxxxx - RT xxxxx xxxxx 5 7 o 0 o 0 o 3 Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue Traffix 6 8 0710 (c) 1996 Dowling Assoc Licensed to TRANS PO Group, Bel1evue The TRANS PO Group, Inc. Page 12 L~ LJ c-J C~ WPLAS4 CMD CJ CJ ~ With-project conditions Scenario 4 limited access Wed Sep 17, 1997 13 28 43 C~ Page 25-1 n Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) ...*-....-..-.-.........--....----..--.....-........---.-.-..-......-.--....-.-. Intersection #8 Bald Hill Road Site Access ----.-.......-......-.-.-.....-.-.----.-.-..-.........------------------.-.---.- Average Delay (sec/veh) 0 4 Worst Case Level Of Service A .----......-------....--.........-.............-.........-....-....--..........- Approach North Bound South Bound East Bound West Bound Movement L - T - R L - T - R L - T - R.. L - T - R ------------1---------------1 1---------------1 1---------------1 1---------------1 Control Uncontrolled Uncontrolled Stop Sign Stop Sign Rights Include Include Include Include Lanes 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 I! 0 0 ------------1---------------1 1---------------1 1---------------1 1---------------1 Volume Module Base Vol 0 265 19 Growth Adj 1 00 1 00 1 00 Initial Bse 0 265 19 Added Vol 0 0 0 PasserByVo1 0 0 0 Initial Fut 0 265 19 User Adj 1 00 1 00 1 00 PHF Adj 1 00 1 00 1 00 PHF Volume 0 265 19 Reduct Vol 0 0 0 Final Vol 0 265 19 Adjusted Volume Module Grade 0% % Cycle/Cars xxxx xxxx % Truck/Comb xxxx xxxx PCE Adj 1 10 1 00 1 00 1 Cycl/Car PCE xxxx xxxx Trck/Cmb PCE xXxx xxxx Adj Vol 0 265 19 Critical Gap Module MoveUp Time xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3 4 xxxx 2 6 Critical Gp xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6 5 xxxx 5 5 ------------1---------------1 1---------------1 1---------------1 1---------------1 Capacity Module Cnflict Vol xxxx xxxx xxxxx xxxx XXlO( xxxxx xxxx xxxx xxxxx 782 xxxx 275 Potent Cap xxxx xxxx xxxxx xxxx XXlO( xxxxx xxxx =xx xxxxx 373 xxxx 1005 Adj Cap xxxx xxxx xxxxx xxxx XXlO( xxxxx xxxx xxxx xxxxx 1 00 xxxx 1 00 Move Cap xxxx xxxx xxxxx xxxx XXlO( xxxxx xxxx ><XXx:><><Xxx 373 xxxx 1005 ------------1---------------1 1---------------1 1---------------1 1---------------1 Level Of Service Module Stopped Del xxxxx xxxx xxxxx xxxxx XXlO( xxxxx xxxxx xxxx xxxxx LOS by Move * * * * * . * * * Movement LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - Shared Cap xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx Shrd StpDel xxxxx xxxx xxxxx xxxxx XXlO( xxxxx xxxxx XXlO( xxxxx xxxxx Shared LOS ApproachDel o 0 o 1 00 o o o o 1 00 1 00 o o o 507 1 00 507 o o 507 1 00 1 00 507 o 507 o 1 00 o o o o 1 00 1 00 o o o o 0 1 00 1 00 o 0 o 0 o 0 o 0 1 00 1 00 1 00 1 00 o 0 o 0 o 0 o 1 00 o o o o 1 00 1 00 o o o 8 0 1 00 1 00 8 0 o 0 o 0 8 0 1 00 1 00 1 00 1 00 8 0 o 0 8 0 60 1 00 60 o o 60 1 00 1 00 60 o 60 xxxx xxxx o 66 LTR - RT 838 -xxxxx 4 7 xxxxx A 4 5 Traffix 6 8 0710 (e) 1996 Dowling Assoc Licensed to TRANS PO Group, Be11evue The TRANS PO Group, Inc. 0% xxxx xxxx xxxx xxxx 10 1 00 1 00 xxxx xxxx xxxx xxxx o 507 0% xxxx xxxx xxxx =xx 1 10 1 10 1 10 =xx =xx o xxxx xxxx o o o 0 o 0 0% xxxx xxxx xxxx xxxx 10 1 10 1 10 o XXlO( XXlO( 9 9 8 xxxx c-} 3 8 rJ c-J CJ LJ L,J C~ C-=> CJ CJ Page 13 C n LJ n U n u n I U C Appendix B r Queuing Analyses G (1 I l.J C C (I LJ r G C C C (I U n U C n [) c=J c:J CJ c::J c:::J. C-J L) c-J L--:J C-=J C-J LJ LJ CJ LJ [~ CJ C) LJ -, "'"'"' '>.- ..........) 5 Corners ARCO AM/PM-Yelm 97270.00 The TRANSPO Group, Inc. QUEUE LENGTH CALCULATIONS Average Queue Length' = [Volume(vehihr) x Red Time(sec/cycle)]/3600(sec/hr) = Volume/Cycle(veh/cycle/hr) x % Red Time Lane Flow Rate Avg Cycle Avg Queue Avg Queue*" 95% Queue*' 95% Queue'" Intersection/Movement (veh/hr) length (see) g/C Ratio Cycles/Hour % Red (vehicles) (in feet) (vehicles) (in feet) Bald Hills RoadNelm Avenue 1998 With project conditions during weekday PM peak hour WB Left-turn ( 1 Lane) 36 46% 1 20 3 60 WB Thru (1 Lane) 36 45% 8 160 13 260 NB Thru-right (1 Lane) 36 70% 1 20 3 60 NB Left-turn (1 Lane) 36 86% 8 160 13 260 . Based on Equation 16.19 In the Transportation anq Traffic Engineering Handbook, Second Edition. .. Based on a poisson arrival dIstribution. ... Based on an average vehIcle length of 20 feel. Que95% Q-CALC 9/17/97 (I u c n U n U o o n G Ii U c r LJ- c r u c (l ! I LJ r: U o c o n . \ U '5,fc Ifc.c.:-&5 lflVio.lys, :::> UNSIGNALIZED INTERsECTIONS / / / V :......- / V /' / / i./ /"" I~ 0 /' /'" ~ V /' /" I~ ~ /'" V ~ /'" ../' 1/ ./ /1 '/ / ./ /// / l"# r7 /' ./ hf// ./ /' ../" {{0 -:/ /' V -- -- ~ ~ ~ ./ ----- -- ~ :/" ,,/ /" - - ~ ~ ./ v ./ /' V ----- ~ ./ V ,,~ ./ "" 95th percentJ1e (veh} 100 90 80 70 m ao :J (!) SO :J a ~o .S en (!) u :c m > '0 30 20 '- (!) .D E :J Z E :J E 'x <tl ~ U (!) U <Il a. x W 10 Q 8 7 6 5 3 2 )0 St3 Id.1 HolV- nx,.1~ It; \\ ~oa.J Figure 10-8. capacity (vehlhJ= I 0.2 o.~ 0.6 0.8 1.0 ~ I>.> \3 1. ~ ~ ~ ~rOI"'" saturation degree x l-l '{-c.\"" A"-c.,,,,"C. interval = 1/4 h 1.2 1.~ - ~ J' V 0\ ~ ~ U-pa-0 t-L; 10-15 1600 1200 800 600 ~oo 300 200 ISO 100 v SO 20 95th-pucentile queue length estimation at unsignalized intersections. same as the priority of gap use, and movements are considered in the following order: 1 Right turns from the minor street. 2. Left turns from the major street. 3. Through movements from the minor street. 4. Left turns from the minor street. To assist in maintaining the proper order of computations, work- sheets are provided for the two principal types of intersections that are generally the subject of such analyses: four-leg intersections and T -intersections. The use of each of these worksheets in compu- tational analysis is described in the following sections. ANALYSIS OF FOUR-LEG INTERSECTIONS Figure 10-9 is a three-page form that illustrates the worksheet for four-leg intersections. The following steps describe how com- putations are made and summarized using the form. Volume Summary and AdJustment The fIrst page of the worksheet consists of the summarization and adjustment of demand volumes. Basic geometric data are sum- marized on this page. 1. Hourly volumes are summarized on the top pornon of the form on the diagram proVIded. A "north" indication should be inserted to ensure proper orientallon of the intersection and of the demand volumes. Note the notation convention that uses VI through V6 to denote major street flows and V, through V12 to denote minor street flows. The flows should be carefully entered. because the worksheet re- fers to these flows by their worksheet designation to ease computations. In addition to volume. summaries, the number of through lanes, N, on each approach should be indicated (notations on their use may be added, as well). The type of control is indicated by check- ing the appropriate box, and the prevailing (average running) speed on the-major.street and the peak hour factor are listed as indicated. In some cases, an intersection will- have special geometric or other features that cannot be adequately illustrated on the work- sheet. In these cases, it is recommended that a schematic drawing be made and attached to the worksheet for clarity 2. Volume adjllStments are made to convert vehicles per hour to passenger cars per hour. In general, analysis will be on the basis of full hourly volumes. Should the analyst wish to examine flow during the peak IS-min period, all volumes should be divided by the peak hour factor before being entered in the "vph" diagram of the worksheet. The conversion from vehicles to passenger cars per hour is made using the passenger-car-equivalent values given in Table 10-1 Recall that the table assesses the impact of both vehicle type and grade, and that even passenger cars are subject to adjustment if a grade of more than +2 or -2 percent is present. Volume in passen- ger cars per hour is computed by multiplying the number of vehi- cles in each category by the appropriate passenger-car equivalents from Table 10-1 and adding to fInd the total volume for all categories. Updmcd (k(o~r 1994 (l G r) LJ 11. LJ o n U c Appendix C Left- Turn Lane Warrant Analysis n LJ (l G r LJ c c r' U c C' \i lJ r G I' ~ n G rl u n LJ f! U fI U r' U ('I ~ n I ~ c c c c c I' LJ c r' ~ o c c o n LJ \' . . . <Il+- <Il U >OL > <Il LCO . L U :J 'f->' :J C U<Il +- U<Il<ll OIU .- OlE ~O<llU <IlOE OLUP >LO -O<llQ. OOU '"\ <Il+-<IlO ..o+-<Il mCllcu <tCllL 00 >- ~ \?< w c.n w C ~ Z 0 -., r-- ~ +- Cl U >. Q) 0 ::J CIl ~ c> L .c ~ CJl ~ C .c <t O::U<Il Cl Q) C I- N ~ c.n z '0 I 0:: C 0 i= CJl ~ .- l- I- CIl LL C W::J -1 III o x ~ M It) tf'l N o N (+uawaAOW DU!UJn+ aIDU!S) +~al DU!UJn1 *^HO (0+01 /. Intersections o o <D o o tf'l o o v o o n o Page 910-35 o o o o o en 0 0 ro '" > :::::: Cl 0 0 +- 0 0 l"- f- III o o C\J U Q) o L a.. 0:: I n ~ . Left-Turn Storage Guidelines Figure 910-6 o o C o D <1J III :J <1J .0 >-, o E <1J E :J o > L o <1J >. +- C Q) L L :J U III C 0 +- 0 <1J L D III .c+- +- -- 0 E ..0 .- E 0 D L <1J 'f- <1J Q. <1J (!l E :J D <1J 0 +- > (!l 0 Q. 0 +- <1J 0 L +- 0 III (!l U <1J > <1J :r: Q. ClUJ '" '" '" Design Manual March 1994 ~ l LJ- "0 ll) \0 I\) to ..... Cl . (,,) Ol C-l C-J Cl '-~l ,..----' --\,----l L..r.~"r-' \ vr-V"L "L j L L-J "-~ L. J C-J 'II< :;::. ::c (:) (:) .. C ~ 0 - .- -. 1- ~ () ""' (l) :n~ \... '%(/) .- ~ 0 -0 to .... (l) ...~ C ~(t) 0 ll) r- \ If) (t) C =' to \... :i' :J 1- +- ~ (l) ....l o I\) III ::c2i ll):1 ... 0:: ':I'll) ....:1 tOt: tOll) 0\:>0- , ,', \o~C ..\,'~ \..... \,J 0 -~ 300 L J LEF1 1URM S10RAGE LEMG1~ 40 ~p~ posted speed unsignallzed intersectiOn iwo-\one highWO~ o~~. (total. both directiOns) 200 150lfeet 100 1001 Feet o 000 100 \ 800 900 1000 2501 Feet 200lfeet 1100 1200 1300 1400 . current jear vehIcle volumes maj be used on 3-R projects. \ ',' J r ,j s 'ii) U\ I\) ~ 0' :1 III "