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17-105489 (4)J-2-l0s y8q U i Greenline Business Park Federal Way, WA Prepared for: Federal Way Campus, LLC 4020 Kinross Lakes Parkway, Suite 200 Richfield, OH 44286 Prepared by: V T E N W V 0 •WA •'� Transportation Engineering NorthWest ro� Fk °� 11400 SE 8t" Street, Suite 200 ,��ST�•• ONA� 3a5q� �a�d� Bellevue, WA 98004 4/27/18 Office: (425) 889-6747 Fax: (425) 889-8369 APR 3 0 2018 CrrY OF FEDERAL WAY COMMUNrrY DEVELOPMENT Transportation Impact Analysis Greenline Business Park- Federal Way, WA Table of Contents EXECUTIVESUMMARY..............................................................................................I............. r ProjectDescription.......................................................,......................._...:..........-•------.................2 Project Approach....................................................... ......... .................... ,.............................. 2 Primary Data and Information Sources......................................................................................3 -1 yEXISTING CONDITIONS...........................................................................................................6 RoadwayNetwork........................................................................... ............ :...... i.......... :...6 TransitService .............................................. .............. ........................................ ...................... 6 Bicycle & Pedestrian Facilities ................................................ .6 ExistingTraffic Volumes ................................................ ............................................................... 6 ExistingLevel of Service.................................................................................,..............: >...:..,......9 FUTURE CONDITIONS AND PROJECT IMPACTS.......................................................................12 FutureRoad Network ........................................... ................................................................ 12 ProjectTrip Generation ......................................... ......................... ......... . .... :...................... I ... 12 Project Trip Distribution and Assignment...................................................................................13 FutureTraffic Volumes............................................................_..............-•--.---.---...................13 FutureLevel of Service..................................................................:.....,........__.......................--.20 SiteAccess Evaluation.................................................:;.....,...............I.....................-•....21 jSimTraffic Queue Analysis .............................................. :............ ::........... ............................ 25 Weyerhaeuser Way Assessment ................................................ .......... :........................... I ...... 25 Mitigation....................................................................................................•-:.:.........::,.........26 n Appendices Appendix A — City of Federal Way TIA Scoping Sheet Appendix B — Existing Peak Hour Traffic Count Data Appendix C — Level of Service Calculations Appendix D — Trip Generation Calculations Appendix E — City's EMME/2 Traffic Model Distribution Plots Appendix F — City of Federal Way Concurrency Results at Weyerhaeuser Way S / S 3361h Street � TEN W April 2 Page i Transportation Impact Analysis Greenline Business Park— Federal Way, WA Figures Figure1 Project Site Vicinity..........................................................................,......................---........4 Figure 2 Preliminary Site Plan..........................................................._......,...................................5 Figure 3 2018 Existing Weekday AM Peak Hour Traffic Volumes.....................................................7 Figure 4 2018 Existing Saturday PM Peak Hour Traffic Volumes.......................................................8 Figure 5 Weekday AM Peak Hour Net Project Trip Assignment........................................................14 Figure 6 Saturday PM Peak Hour Net Project Trip Assignment............................................................ 15 Figure 7 2020 Without Project Weekday AM Peak Hour Traffic Volumes .................... :................... :.16 Figure 8 2020 Without Project Saturday PM Peak Hour Traffic Volumes...... ........................................ 17 Figure 9 2020 With Project Weekday AM Peak Hour Traffic Volumes............. ...18 Figure 10 2020 With Project Saturday PM Peak Hour Traffic Volumes ................... .......................... 19 Figure 11 Weekday PM Peak Hour Net Project Trip Assignment.....................................................22 Figure 12 2020 With Project Weekday PM Peak Hour Traffic Volumes ...... ................... .................. 23 Tables Table 1 Existing Roadway Network Summary — Project Site Vicinity ..... ............................................. 6 Table 2 LOS Criteria for Signalized and Stop -Controlled Intersectionsi............................................10 Table 3 2018 Existing Level of Service Summary .............................:..................................................1 1 Table 4 Trip Generation Summary .............................................................................................12 Table 5 Future 2020 Peak Hour Level of Service Summary ..................................................................20 Table 6 Future 2020 Peak Hour Site Access Level of Service Summary ............. ........... :....... ,..... :..... :24 Table 7 Weekday AM Peak Hour Queue Summary ..................................................:...............:....25 Table 8 Independent Traffic Impact Fee Rate Calculation .......................... ..............:.......::....26 S` TENW April27,2018 Page ii �1 I 1 Transportation Impact Analysis Greenline Business Park— Federal Way, WA EXECUTIVE SUMMARY This Transportation Impact Analysis (TIA) documents the traffic impacts associated with the proposed Greenline Business Park development. Project Proposal. The project proposal includes the development of up to 1,068,000 square feet (SF) of industrial park building area on a site located between 1-5 and Weyerhaeuser Way S, north of S 3361h Street and south of S 3231d Street. Vehicular access is proposed at four locations along Weyerhaeuser Way S. Full project buildout is expected by 2020. Trip Generation. Greenline Business Park is estimated to generate 3,217 new weekday daily trips with 427 new trips during the weekday AM peak hour (346 in, 81 out) and 427 new trips during the weekday PM peak hour (90 in, 337 out). Intersection LOS Analysis. Level of service (LOS) analyses were conducted at off -site study intersections during the weekday AM and Saturday PM peak hours. The results showed that the study intersections are estimated to operate at LOS D or better in 2020 with the Greenline Business Park development with one exception. The SR-18 westbound ramps intersection at Weyerhaeuser Way S is anticipated to operate at LOS E without or with the proposed project in 2020 during the weekday AM peak hour. PM peak hour LOS analyses were conducted by the City as part of concurrency. City Center Access Project. As it relates to the proposed Greenline Business Park development, part of the City Center Access project will provide a new principal arterial (with 106-foot right-of- way) along the S 324th Street alignment located adjacent to the north parcel of the Greenline site. The proposed Greenline development is expected to dedicate the 106-foot right-of-way to the City for this future road, which will be credited against the City's traffic impact fee (TIF) program. Site Access Evaluation. LOS analyses were conducted at the four proposed site access locations 1 on Weyerhaeuser Way S during the weekday AM, weekday PM, and Saturday PM peak hour with - project conditions. The results of the analysis show that all individual movements at the proposed site access locations are anticipated to operate at LOS D or better in 2020 during the weekday AM, 1 weekday PM, and Saturday PM peak hours with minimal vehicle queuing. Weyerhaeuser Way Evaluation. An evaluation of roadway capacity was conducted for Weyerhaeuser Way S north of S 336th Street to determine if the current principal collector classification consisting of a 2/3-lane road is adequate to accommodate the future traffic growth and new traffic generated by the Greenline Business Park development. The City's projected future PM peak hour traffic volume on Weyerhaeuser Way S north of S 336th Street shows a Directional Design Hourly Volume (DDHV) in the southbound direction greater than 825 trips, which would indicate that a second southbound lane along the project frontage on Weyerhaeuser Way north of S 336th Street would be needed based on City road standards. Mitigation. Ci Traffic Impgct Fee Based on the latest site plan and the independently calculated Traffic Impact Fee rate, the estimated Traffic Impact Fee for the proposed Greenline Business Park development is $1,869,000. Weyerhaeuser Wa S The project proposes to construct a second southbound lane along the project frontage on Weyerhaeuser Way S north of S 3361h Street to accommodate future traffic volumes including traffic generated by the Greenline Business Park development. � TEN W April 2Page 1 Transportation Impact Analysis Greenline Business Park —Federal Way, WA INTRODUCTION This Traffic Impact Analysis (TIA) has been prepared for the proposed Greenline Business Park development located between I-5 and Weyerhaeuser Way S, north of S 3361h Street and south of S 323rd Street, in Federal Way, WA (see Figure 1). Project Description The project proposal includes the development of up to 1,068,000 square feet (SF) of industrial park building area on a site located between 1-5 and Weyerhaeuser Way S, north of S 3361h Street and south of S 323,d Street. Vehicular access is proposed at four locations along Weyerhaeuser Way S. Full project buildout is expected by 2020. A preliminary site plan is provided in Figure 2. Project Approach To analyze the traffic impacts from the Greenline Business Park development, the following tasks were undertaken based on the City's TIA Scoping Sheet (included in Appendix A): • Assessed existing conditions through field reconnaissance and reviewed existing planning documents. • Documented existing traffic volumes and intersection levels of service (LOS) at the following study intersections during the weekday AM peak hour: 1 . 1-5 SB Ramps / S 3201h Street (signalized) 2. 1-5 NB Ramps / S 3201h Street (signalized) 3. 32"d Avenue S / S 320'h Street (signalized) 4. Weyerhaeuser Way S / S 320'h Street (signalized) 5. Weyerhaeuser Way S / S 323,d Street (stop controlled) 6. Pacific Highway S / S 3361h Street (signalized) 7. 201h Avenue S / S 336,h Street (signalized) 8. Weyerhaeuser Way S / S 3361h Street (roundabout) 9. Weyerhaeuser Way S / 33rd Place S (roundabout) 10. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 1 1 . Weyerhaeuser Way S / SR-18 EB Ramps (signalized) ■ Documented existing traffic volumes and intersection LOS at the following study intersections during the Saturday PM peak hour (intersections impact by 100 or more project trips): 1 . Weyerhaeuser Way S / S 323rd Street (stop controlled) 2. Weyerhaeuser Way S / S 3361h Street (roundabout) 3. Weyerhaeuser Way S / 331d Place S (roundabout) 4. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 5. Weyerhaeuser Way S / SR-18 EB Ramps (signalized) G T E N W April 27, 2018 Page 2 Transportation Impact Analysis Greenline Business Park— Federal Way, WA • Developed weekday daily, weekday AM peak hour, weekday PM peak hour, and Saturday PM peak hour trip generation estimates. • Distributed and assigned weekday AM peak hour, weekday PM peak hour, and Saturday PM peak hour project -generated trips based on EMME/2 traffic distribution model plots. • Analyzed weekday AM peak hour and Saturday PM peak hour LOS at the study intersections impacted by 100 peak hour trips under 2 scenarios (2020 Without -Project and 2020 With- Projectj. r Analyzed weekday PM peak hour LOS at the four site access driveways for 2020 With -Project conditions. • Performed SimTraffic to model peak hour queues form ramp terminals on Weyerhaeuser Way and S 3201h Street. • Evaluated the roadway capacity of Weyerhaeuser Way S north of S 336'h Street based on City standards to determine if the current 2/3-lane road would be able to accommodate future traffic volumes with the proposed project. Primary Data and Information Sources Institute of Transportation Engineers (ITE), Trip Generation Manual,, 1 Olh Edition, 2017. 2017 and 2018 weekday AM and PM peak hour and Saturday PM peak hour traffic counts, IDAX & All Traffic Data. • Highway Capacity Manual /HCM), 61h Edition, 2016. • City of Federal Way EMME/2 Traffic Model Distribution Plots. 7 I J J VTENW April 27, 2018 Page 3 J Transportation Impact Analysis Greenline Business Park — Federal Way, WA ST-01 / EX-01 / SD-01 / GR-01 I- - - - - - - - - - m I II •'! 0 CCfCMgN lOfl I � I a runcELr I 0 0 fjrq ru f !� It !ST-03 / EX-03 'raa C r d./I 1 ff it r � I r 1 - — ST-02 / EX-02. / SD-02 / GR-02 }� u Figure 2: Preliminary Site Plan N 1) NOT TO SULE TEN W April 27, 2018 Page 5 Transportation Impact Analysis Greenline Business Park— Federal Way, WA EXISTING CONDITIONS Roadway Network Primary vehicular access to the site is provided by Weyerhaeuser Way S. Its existing street characteristics are summarized below in Table 1. - , Table 1 Existiin2 Roadway Network Summary - Project Site Vicinity Number Speed of Travel Bicycle Roadway Orientation Classification Limit Lanes Sidewalks Facilities Weyerhaeuser Way S North -South Minor Arterial 35 mph 2-3 None Both Sides Transit Service Transit service to and from the project vicinity is provided by Pierce Transit. The nearest public transit stops are located on S 3361h Street west of Weyerhaeuser Way S serving Pierce Transit Route 501. Route 501 provides service to/from Milton to Federal Way. The current schedule for Route 501 includes approximately 60-minute headways between 6:00 a.m. and 9:00 p.m. on weekdays and between 8:00 a.m. and 7 p.m. on Saturdays. Bicycle & Pedestrian Facilities Existing bicycle and pedestrian facilities in the project vicinity include paved shoulders on both sides of Weyerhaeuser Way S. The intersection of Weyerhaeuser Way S/S 3361h Street is a roundabout with sidewalks and crosswalks on all approaches. The intersection of Weyerhaeuser Way S/S 323rd Street has sidewalks on all approaches and a crosswalk on the west leg. Existing Traffic Volumes Existing weekday AM and Saturday PM peak hour traffic volumes at the study intersections were conducted by All Traffic Data (ATD) and IDAX in 2017 and 2018. The weekday AM peak hour represents the highest one -hour time period between 7:00 and 9:00 AM. The weekday and Saturday PM peak hour represents the highest one -hour time period between 4:00 and 6:00 PM. The existing count data sheets are included in Appendix B. A 2 percent growth rate was applied to the 2017 counts to estimate 2018 existing volumes. The existing weekday AM and Saturday PM peak hour traffic volumes at the study intersections are shown in Figure 3 and 4. It should be noted that the weekday PM peak hour traffic volumes and associated traffic analysis was j conducted by the City of Federal Way as part of the transportation concurrency evaluation, and is J not included in this TIA. GOTENW J April 27, 2018 Page b Transportation Impact Analysis Greenline Business Park- Federal Way, WA I LEGEND I aStudy Intersection tAM Peak Hour XX Traffic Volume 1.5 SO Ramps 1 5 3201h St h v F 737 1 � 1 232 S32011,51 922- - 41 1 --A 1-5 NB Ramps 1 S 320th St I*-- 329 4- 636 S 320, SI �Tr 643 Cl) N w:t • Ave S / S 336th St i a 48 sue+ OIn R � F 451 s aTnm srt �lol 13 --* f r 252 -;► C14 O 9-y 032ndAve S/S320IhSt <' —0 � F950 S-MU,, �� o-0 � t 689 --)w. 224 -,A Weyerhaeuser Way 5/ �p vSS3361h St 117.1f rn a M 252 v Weyerhoeuael Way S 1 S 3201h S1 F 933 192 141h S! 1 1 :!5 l' 656-- o 4371 o 3 i Weyerhaeuser Way S / 33rd PI S *1-51 N a 57 �j4 C t r Co b a Weyerhoeuser WayS / 5 323rd 51 L 5 Co 5� '^ a' 5 J731h Sr 0� 5 ca m Weyerhaeuser Way S 1 SQ.] B W B Ramps 5 3 R-348 o N FI i AC-132 ur-rAwARamn, N M Figure 3: 2018 Existing Weekday AM Peak Hour Traffic Volumes VTENW Pacific Hwy S / 5 336th Si _ _ 74 N to v ch F 388 . 61 S 336Ih SI J/ 155 -. �� t f 213� co Nm 149 -y weyerhacuser Way S / SR-18 ES Ramps N $ 3 1 SR-rA ER Ronuss 77 —4 t 5 i Co0. 223 N T N07 TO $CAL E April 27, 2018 Page 7 Transportation Impact Analysis Greenline Business Park- Federal Way, WA -I WeyGihntuSty Ways I S 323id St b a !D q 3 J I � S 537Jtli Sr 1 t 2 10 -� :2 Weyerhaeuser Way S / S 3361h SI r• JP CO 3� ,� 126 � 1v 200 N Weyerhaeuser Way / 33rd PIS 28 CNv N 41 JJrd 1-1: f) t r w: eyerhaeuser Way S 1 " SR-18WB Ramps 5 3 �215 Cq n N F8 i i 112 SR-JA WA Rblr k 1 t 0 W Figure 4: 2018 Existing Saturday PM Peak Hour Traffic Volumes %OTENW 1 LEGEND aStudy Intersection tPM Peak Hour XX Traffic Volume Weyerhaeuser Way 5 1 SR -IS EB Ramps 3 GO N SR-iA FP R—m 91 —4 t 1 ^ o N 208 N QD NOTTOSCALE April 27, 2018 Page 8 Transportation Impact Analysis Greenline Business Park— Federal Way, WA Existing Level of Service As identified in the City's TIA scoping sheet, existing weekday AM peak hour level of service (LOS) analyses were conducted at the following study intersections: 1. 1-5 SB Ramps / S 3201h Street (signalized) 2. 1-5 NB Ramps / S 3201h Street (signalized) 3. 32nd Avenue S / S 3201h Street (signalized) 4. Weyerhaeuser Way S / S 3201h Street (signalized) 5. Weyerhaeuser Way S / S 323,d Street (stop controlled) 6. Pacific Highway S / S 3361h Street (signalized) 7. 201h Avenue S / S 3361h Street (signalized) 8. Weyerhaeuser Way S / S 3361h Street (roundabout) 9. Weyerhaeuser Way S / 33rd Place S (roundabout) 10. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 11. Weyerhaeuser Way S / SR-18 EB Ramps (signalized) Existing Saturday PM peak hour level of service (LOS) analyses were conducted at the following study intersections (intersections impact by 100 or more project trips): 1. Weyerhaeuser Way S / S 323rd Street (stop controlled) 2. Weyerhaeuser Way S / S 3361h Street (roundabout) 3. Weyerhaeuser Way S / 331d Place S (roundabout) 4. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 5. Weyerhaeuser Way S / SR-18 EB Ramps (signalized) Additionally, as requested by the City of Federal Way, weekday PM peak hour level of service (LOS) analyses were conducted at the four site access driveways and will be discussed in a later section. Weekday PM peak hour LOS at the study intersections was conducted by the City of Federal Way as part of the transportation concurrency evaluation, and is not included in this TIA. LOS generally refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes intersection LOS. At signalized intersections, LOS A represents free -flow conditions (motorists experience little or no delays), and LOS F represents forced -flow conditions where motorists experience an average delay in excess of 80 seconds per vehicle. The LOS reported for signalized intersections represents the average control delay (sec/veh) and can be reported for the overall intersection, for each approach, and for each lane group (additional v/c ratio criteria apply to lane group LOS only). The LOS reported at stop -controlled intersections is based on the average control delay and can be reported for each controlled minor approach, controlled minor lane group, and controlled major - street movement (and for the overall intersection at all -way stop controlled intersections. Additional v/c ratio criteria apply to lane group or movement LOS only). Table 2 outlines the current HCM (61h Edition) LOS criteria for signalized and stop -controlled intersections based on these methodologies. %9 TEN W April 27, 2018 Page 9 _I Transportation Impact Analysis Greenline Business Park- Federal Way, WA Table 2 LOS Criteria for Signalized and Stop -Controlled Intersections' SIGNALIZED INTERSECTIONS STOP -CONTROLLED INTERSECTIONS LOS by Volume -to LOS by Volume -to Ca .acify [V/C1 Ratio2 Capacity !V/C) Ratio3 Control Delay Control Delay • -ti sec/veh) 51.0 > 1.0 sec/veh <_ 1.0 > 1.0 1 5 10 A F 5 10 A F > 10to<_20 B F > 10to515 B F >20to<_35 C F > 15to:!925 C F 1 >35to<_55 D F >25to<_35 D F >55to<_80 E F >35to_<50 E F +}} > 80 F F > 50 F F i Source: Highway Capacity Manual, 61h Edition, Transportation Research Board, 2016. 1 z For approach -based and intersection -wide assessments at signals, LOS is defined solely by control delay. 3 For two-way stop -controlled intersections, the LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major -street approaches or for the intersection as a whole at two-way stop controlled intersections. For approach -based and intersection -wide assessments at all -way stop controlled intersections, LOS is solely defined by control delay. Level of service calculations for intersections were based on methodology and procedures outlined in the Highway CapacilyManual, Transportation Research Board (HCM 61h Edition). The Synchro 10. 1 software was used to determine LOS results for stop controlled and signalized intersections. The Sidra 70software was used to determine LOS results at the roundabouts. Existing signal timing was provided by WSDOT and the City of Federal Way. The 2018 existing weekday AM and Saturday PM peak hour LOS analysis results at the study intersections are summarized in Table 3. The 2018 existing LOS worksheets are included in 1 Appendix C. �TENW Pa April 1 Pagee10 Transportation Impact Analysis Greenline Business Park- Federal Way, WA Table 3 2018 Existing Level of Service Summary 2018 Existing Delay Intersection/Movement Weekday AM Peak Hour Signalized 1. 1-5 SB Ramps / S 320th Street 2. 1-5 NB Ramps / S 320th Street 3. 32nd Avenue S / S 320th Street 4. Weyerhaeuser Way S / S 320th Street 6. Pacific Highway S / S 336th Street 7. 20th Avenue S / S 336th Street 10. Weyerhaeuser Way S / SR-18 WB Ramps 11. Weyerhaeuser Way S / SR-18 EB Ramps Roundabout 8. Weyerhaeuser Way S / S 336th Street 9. Weyerhaeuser Way S / 33rd Place S Stop Controlled 5. Weyerhaeuser Way / S 323rd Street Northbound Left -Turn Eastbound Right -Turn Eastbound Left -Turn Saturday PM Peak Hour Stop Controlled 1. Weyerhaeuser Way / S 3231d Street Northbound Left -Turn Eastbound Left -Turn Eastbound Right -Turn Roundabout 2. Weyerhaeuser Way S / S 336th Street 3. Weyerhaeuser Way S / 33rd Place S Signalized 4. Weyerhaeuser Way S / SR-18 WB Ramps 5. Weyerhaeuser Way S / SR-18 EB Ramps ­ LOS 1. v/c shown at signalized intersections is the max v/c ratio for all lane groups. v/c' B 19.4 0.74 C 26.3 0.87 A 4.8 0.47 A 9.4 0.54 D 38.5 0.86 A 8.1 0.55 C 29.2 0.90 B 15.6 0.81 A 6.8 0.38 A 3.8 0.29 A 8.0 0.08 A 0.0 0.0 A 9.6 0.01 A 7.5 0.01 B 10.2 0.01 A 9.0 0.01 A 6.8 0.20 A 3.7 0.16 B 12.8 0.69 B 10.7 0.60 As shown in Table 3, all study intersections currently operate at LOS D or better in 2018 during the weekday AM and Saturday PM peak hours. Additionally, all Vc ratios are currently under 1.2 for all lane groups at signalized intersections, and less than 1 .0 for all movements at unsignalized intersections, meeting City standards. SR-18 is classified as a WSDOT Highway of Statewide Significance (HSS) and has an established LOS standard of LOS D. The SR-18 ramp study intersections currently operate at LOS D or better during both the weekday AM and Saturday PM peak hours. %9 TEN W April 27, 2018 Page 11 Transportation Impact Analysis Greenline Business Park— Federal Way, WA 11 I FUTURE CONDITIONS AND PROJECT IMPACTS Future Road Network The City Center Access project will improve access to Federal Way City Center and the surrounding area by studying solutions to the congestion within the S 320th Street corridor near 1-5. This project will study the current and expected future traffic conditions and environmental impacts associated with enhancing traffic operations, safety, and efficiency on the S 320th Street corridor around 1-5. This Study is identified in the City of Federal Way's 6-Year Transportation Improvement Plan (TIP) as an environmental documentation study. The City is doing this study in cooperation with the Federal Highway Administration (FHWA), Washington State Department of Transportation (WSDOT), Puget Sound Regional Council (PSRC), Sound Transit, Pierce Transit, South King Fire Rescue, King County. The City of Federal Way is leading a feasibility study to define a preferred alternative through 2018. The schedule for completion of environmental documentation and preliminary engineering will depend on the complexity of the alternative chosen. As it relates to the proposed Greenline Business Park development, part of the City Center Access project will provide a new principal arterial (with 106-foot right-of-way) along the S 3241h Street alignment located on the north portion of the Greenline site. The proposed Greenline development is expected to dedicate the 106-foot right-of-way to the City for this future road, which will be credited against the City's traffic impact fee ITT). Project Trip Generation j The trip generation estimates for the Greenline Business Park were based on methodology documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual 101h edition for LUC 130 (Industrial Park). Table 4 summarizes the new weekday daily, AM peak hour, and PM peak hour and Saturday PM peak hour trip generation estimates for the proposed project. Table 4 Trip Generation Summary I y New Trips Generated New Trips Generated Total New Trips [PASSENGER VEHICLES (TRUCKS ONLY) Generated ONLY (ALL VEHICLES) Time Period In Out Total In Out Total In Out Total Weekday Daily 1,400 1,399 2,799 209 209 418 1,609 1,608 3,217 Weekday AM Peak Hour 301 70 371 45 11 56 346 81 427 Weekday PM Peak Hour 78 293 371 12 44 56 90 337 427 Saturday PM Peak Hour 1 89 189 278 13 29 42 102 218 320 As shown in Table 4, Greenline Business Park is estimated to generate 3,217 new weekday daily trips with 427 new trips during the weekday AM peak hour (346 in, 81 out) and 427 new trips during the weekday PM peak hour (90 in, 337 out). Greenline Business Park is estimated to generate 320 new trips during the Saturday PM peak hour (102 in, 218 out). The detailed trip generation estimates are included in Appendix D. VTENW April 27, 2018 Page 12 Transportation Impact Analysis Greenline Business Park— Federal Way, WA Project Trip Distribution and Assignment The distribution of the weekday AM and Saturday PM peak hour project trips generated by the proposed Greenline Business Park development was based on anticipated travel patterns in the area and EMME/2 traffic model distribution plots (provided by the City). The EMME/2 traffic model distribution plots are included in Appendix E. The assignment of weekday AM and Saturday PM peak hour trips generated by the proposed Greenline Business Park development is shown graphically in Figures 5 and 6. Future Traffic Volumes The anticipated buildout year for the Greenline Business Park development is 2020. Future 2020 Without Project (No Action) traffic volumes were estimated by applying a 2 percent annual growth rate to the existing (2018) volumes to estimate future year 2020 weekday AM and Saturday PM peak hour traffic volumes without the project. In addition to the background growth rate, trips from the following developments were included in the future baseline traffic volumes: • IRG Building A ■ IRG Building B • East Campus Corporate Park (assuming full occupancy) • DaVita Federal Way • Former Weyerhaeuser Headquarters building (assuming full occupancy) The resulting future 2020 Without -Project weekday AM and Saturday PM peak hour traffic volumes at the study intersections are shown in Figures 7 and 8. The 2020 With Project weekday AM and Saturday PM peak hour traffic volumes were determined by adding the trip assignment from the proposed Greenline Business Park development (shown in Figure 5 and 6) to the future 2020 Without Project traffic volumes (shown in Figures 7 and 8). The resulting total 2020 With Project weekday AM, weekday PM, and Saturday PM peak hour traffic volumes are shown in Figures 9 and 10. It should be noted that the weekday PM peak hour traffic volumes and associated traffic analysis was conducted by the City of Federal Way as part of the transportation concurrency evaluation, and is not included in this TIA. %9 TEN W April 27, 2018 Page 13 Transportation Impact Analysis Greenline Business Park- Federal Way, WA 1-5 SB Romps/ S 320th St m F3 1 ysYMuLs1 (14)97--1,. 1S NB Ramps / S.321Hh St m �4 (2) S 320m 5J (231 151 -� Weyerhaeuser Way S / S 320th Si �85(131 370M 51 R 1 19) 60 -y „ pacific HwyS/ 5 336ih St 1 R-1 E-12 (3) �2 S :t36fli 51 ° (2) 9 --Jo- weyerhaeuser Way S / $R•18 E8 Romo, 3 SR•IA FA Rrnnn 11)6� LEGEND Study Intersection ® Slte Access tAM Peak Hour XX Non -Truck Trips (XX) (Truck Trips) 32nd Ave 5 / 5 320th St 132ft 3 5f (9) 60 -I• (18) 123 -)k — weyerhaetiser Way S 1 5 323rd St r JY3fhsf it8)123 20TAvel61h St 5(1) 4 .0.urh Sf (3) 15 Weyerhaeuser Way S 1 North Driveway gy • f° 3 i 1 NIP AGC21f (5) 15 E Weyerhaeuser Way S / S 336th St 333: f'i .i N Weyerhoetrs+3r Way S / Miff -North Uriyew8y i .vrP ACieSf 3-0 ao (2) 15 m Weyerhaeuser Way S 1 33rd PI 5 -1 Si AA P? z weyelhoeuser way S / Mid -South Drnmeway s rare Access O N Figure 5: Weekday AM Peak Hour Net Project Trip Assignment %9TENW Weycrf�cuser Woy S / SR•TS Ws Romps ncv; u �r-6 (1) SR. IS W8 Ramsv t Weyerhaeuser way S 1 Saulh Driveway n �s M� �3 9fe ACC" (I) 5 a0 sn (2) 29 ry F N T NOT TO SCALE April 27, 2018 Page 14 Transportation Impact Analysis Greenline Business Park— Federal Way, WA weymiiaeuser Way S / S 323(d S) � a o y3 S 313fl, Sf RR1 (6) 35 Weyerhaeuser Way S! Nprth lJri�ewa `31 8 � 1 (12)40 �N .... N Weyerhaeuser Way S / S 3361h St i 5� n Weyerhaeusez Way S / Mid•hfarlh Driveway P7 h ■ 4��; N.•.ne {l)7� 1 c (6) 44 Ev Weyerhaeuser Way S / 33rd Pi S Weyerhaeuser WayS 1 h11d-SoulhgQri�eWay V h N Weyerhaeuser way S / SR-18 WBRomps � s o a�2(1) t weyert=alGSer way s / South Drfvepway 3 1 (111 16 (6) 78 Figure 6: Saturday PM Peak Hour Net Project Trip Assignment Vieyerhoeuser Way S / 5R-38 EB Ranips N 3 Sfi-IH E6 Hanpos 2� LEGEND Study Intersection ® Site Access tPM Peak Hour XX Non -Truck Trips (XX) (Truck Trips( %O TEN W April 27, 2018 Page 15 Transportation Impact Analysis Greenline Business Park- Federal Way, WA LEGEND Study Intersection tAM Peak Hour xx Traffic Volume 14 SB Ramps I S 320th St 8 a o E- 780 co 244 S 3201h 51 1.083 428 5 NS Ramp: / S 3201h SI 7L R 350 2 F 678 S 37nlIll. SI t 911 Ave S / S 336fh St < C R -50 488 105 3.?b' h SI 14 t 295 -� omi ^n 10 -y 2zr i J Ave S / S 320th St -0 E- 993 96 sl 3 RA 1 0� � o 443 Weyerhaeuser Way S / S 336fh St CR °r In 124 -.0( h C14 287 -y Weyechueuset Way S 1 ` 53201hSt <- 1,017 322 32umsl � I 1: 693--)'- .0 !R 145 Weyerhaeuser Way 1 33rd PI S �111 v caD1 - 103 1 L* .. q 3auhs t ^� Weyerhr3euSer Way S I S 3231a St h m 13231h Sl 0 15 -4 0. a, Weyethoeusel Way S / SR-18 WB Ramps, �S �.6 J 137 I� SRRIRWB Rnrnns 1 t o N N� Pacific Hwy S / • S 3361h $1 _ 87 �)+MI- a r+ a t- 412 /r 1 �lj* g 64 s 33nw 51 161ko R 1 255-� �� 155 Weyedlacsuser Way S / SP-18 ES Ramps •, v � 3 N N 3 SR-18 F0 Romsts 267 t r 2 232 In Figure 7: 2020 Without Project Weekday AM Peak Hour Traffic Volumes VTENW N T NOT 30 5CALE April 27, 2018 Page 16 Transportation Impact Analysis Greenline Business Park- Federal Way, WA r rrcj % r Ways/ 5 0 C 3 S 32 1 Sf 2-4 21 Weyerhaeuser Woy S S 3361h St o u� L# { 317rfr.[� 3 :!!) 134 216� Weyerhoeuser Way S 1 33rd PIS � L+ i �r O i4 W"erhoe u Set Way S 1 SR-IB WBRomps 233 N F B 1 117 SR.IRWRR... LEGEND ® Study Intersection tPM Peak Hour XX Traffic Volume Weyerhaeuser Woy S 1 SR-18 EB Ramps 9 0 P n SR� IR FH Ran>x 101 T 1 GO a 216 N Figure 8: 2020 Without Project Saturday PM Peak Hour Traffic Volumes (i) NOTTOSME % T E N W Apol 27, 2018 Page 17 Transportation Impact Analysis Greenline Business Park- Federal Way, WA 1-5 SB Ramps / a N F 783 `1f °D rl 245 S 320l1i Sf 1,194—)o. 428 IS NB Ramps / SJ_:'!, E V--356 4- 684 532011,S1 RRj 1,085 M P r7 M Weyerhaeuser Way S / S 3201h St F 1,017 420 �l 7... St 1� s 1 693--)� h 214-y 3 E°ci r Hwy z / S 336th St BBB N M v �+ E— 427 66 S 37S1h651 7 1 1 t if 266 � `D !2 155 hae user Way S / SR-18EBRarn s 7Weyer 8; N (NV 3 CR-!R R Ranrrn 274 -- 5-- 232 -y n ` i LEGEND Study Intersection ®` Site Access AM Peak Hour XX Traffic Volume 32nd Ave S / S 320th SI B 7)�fi -0 0 0 € F996 � �m �96 St R T` 1 D� 1 C 885 -.)P. 584 --x Weyerhaeuser Way S / S 323fd St o' N a3 S 223111 Sf 156 Ln 201h Ave S / S 336th St e � 56 506 la, -109 5 i3n' h 51 14� l t 313 Cn00 10 Weyerhaeuser Way S 1 Nadi) Driveway f7 J0L I t P 4-,4 20 --x r" Weyerhaeuser Way S / S 336th St Li 9� 145-0 P 287 -y Woy S 1 MM-Nash Dri rewoy 7wtYed-MOUSes N /� L %u['.� t 3 17 g+ CO Weyerhaeuser Woy S / 33rd PI S � 111 < v —I# AkV weyelharaserway S / Mid-Soulh Driveway a ,o Ln p �in 31rV R 1 o t �► Figure 9: 2020 With Project Weekday AM Peak Hour Traffic Volumes VTENW Weyerhaeuser Way S 1 SR-18 WB Ramps v"-593 t r^n F 1 137 Ar- SR-RIB We NmnRs 1 LD N N o weyerhaeuser way S / South Drivaway 1� �8 i 2 6� 32 -� N (D NOTTOSGKE April 27, 2018 Page 18 Transportation Impact Analysis Greenline Business Park— Federal Way, WA =weve+haswof way S / N S 323th Sr 2f) 1 62 --,A N weyelhoe mer Way S I North DrFveway N N A- Ili 52 -y N 7_±. ser Way S / T rn r7 -0 Weyerhaeuser Way S 1 ?4]d-Norl1% Drivc+'/ay M 3 N lo J3 I 4, SUc•Acco, N N 4 ^ 46� N Weyerhaeuser Way S / 33rd PI S �31 a c°I�• u�7 45 I.. � 4 I sterns t weyerhoeum Way S 1 Mid -South Driveway �o 7 a ^ M AJi R . .....0 1 1--A N �'+'�yerhacuser 1Yas's 1 Sk.IS WB Ramps i 'k-236 1 i 117 s= o o Weyerhoc+4er Wov S / South Driveway 01 ' J� 0 17 CO 85 a Figure 10: 2020 With Project Saturday PM Peak Hour Traffic Volumes weyerh;sevser Ways I Sft.18 EBtgRomp, 00 N 0 3 3 SR-IR FR Ramos 103 --0( 0 216 � LEGEND 0 Study Intersection r?. Site Access PM Peak Hour XX Trallic Volume %O TEN W April 27, 2018 Page 19 Transportation Impact Analysis Greenline Business Park- Federal Way, WA Future Level of Service Future year Level of Service (LOS) analyses were conducted at the study intersections for the following future year 2020 conditions with and without the proposed Greenline Business Park development during the weekday AM peak hour, weekday PM peak hour, and Saturday PM peak hour. The signal timing is based on existing signal timing as provided by WSDOT and the City of Federal Way. The future 2020 weekday AM, weekday PM, and Saturday PM peak hour LOS results are summarized in Table 5. Table 5 Future 2020 Peak Hour Level of Service Summary 2020 Without Project 2020 With Project Delay Delay Study Intersection/Movement LOS (sec) v/ct LOS sec v/ct Weekday AM Peak Hour } Signalized 1. 1-5 SB Ramps / S 320th Street C 21.3 0.79 C 22.2 0.86 2. 1-5 NB Ramps / S 320th Street C 29.7 0.92 C 33.2 0.98 3. 32nd Avenue S / S 320th Street A 6.2 0.56 A 7.4 0.75 4. Weyerhaeuser Way S / S 320th Street B 10.4 0.58 B 11.6 0.60 6. Pacific Highway S / S 336th Street D 38.2 0.86 D 38.3 0.86 7. 20th Avenue S / S 336th Street A 9.7 0.59 B 10.0 0.62 j 10. Weyerhaeuser Way S / SR-18 WB Ramps E 65.1 1.28 E 66.7 1.29 11. Weyerhaeuser Way S / SR-18 EB Ramps B 19.3 0.76 B 19.6 0.77 Roundabout 8. Weyerhaeuser Way S / S 336th Street A 7.7 0.47 A 8.0 0.48 9. Weyerhaeuser Way S / 33rd Place S A 4.7 0.44 A 4.7 0.45 Stop Controlled 5. Weyerhaeuser Way / S 323rd Street Northbound Left -Turn A 9.0 0.12 B 10.1 0.15 Eastbound Left -Turn A 0.0 0.00 A 0.0 0.00 j Eastbound Right -Turn B 11.3 0.03 C 20.7 0.47 Saturday PM Peak Hour Roundabout _ 2. Weyerhaeuser Way S / S 336th Street A 6.9 0.22 A 7.2 0.23 3. Weyerhaeuser Way S / 331d Place S A 4.3 0.21 A 4.4 0.21 Stop Controlled 1. Weyerhaeuser Way / S 323rd Street Northbound Left -Turn A 7.5 0.01 A 7.7 0.01 Eastbound Left -Turn B 10.3 0.01 B 11.0 0.01 J Eastbound Right -Turn A 9.2 0.03 A 9.8 0.08 Signalized 4. Weyerhaeuser Way S / SR-18 WB Ramps B 13.2 0.69 B 13.6 0.70 5. Weyerhaeuser Way S / SR-18 EB Ramps B 11.0 0.60 B 11.2 0.61 1. Vjc shown at signalized intersections is the max v/c ralio for all lane groups. � TEN W April Page 20 Transportation Impact Analysis Greenline Business Park— Federal Way, WA As shown in Table 5, all study intersections are anticipated to operate at acceptable levels (LOS D or better) in 2020 with the proposed Greenline Business Park development during both the weekday AM and Saturday PM peak hours with one exception. The Weyerhaeuser Way S / SR-18 westbound ramps intersection is anticipated to operate at LOS E without or with the proposed project in 2020 during the weekday AM peak hour. Additionally, all v/c ratios except at the of Weyerhaeuser Way S/SR-18 WB Ramps intersection during the AM peak hour are anticipated to be less than 1.2 for all lane groups at signalized intersections, and less than 1.0 for all movements at unsignalized intersections, meeting City standards. SR-18 is classified as a WSDOT Highway of Statewide Significance (HSS) and has an established LOS standard of LOS D. The SR-18 ramp study intersections with Weyerhaeuser Way S are anticipated to operate at LOS D or better during the weekday AM and Saturday PM peak hours with one exception. The Weyerhaeuser Way S / SR-18 westbound ramps intersection is anticipated to operate at LOS E without or with the proposed project in 2020 during the weekday AM peak hour. The LOS worksheets are included in Appendix C. It should be noted that the weekday PM peak hour LOS analyses were conducted by the City of Federal Way as part of the transportation concurrency evaluation, and is not included in this TIA. Site Access Evaluation This section of the TIA evaluates LOS and queues at each of the site driveways along Weyerhaeuser Way for weekday AM peak hour, weekday PM peak hour, and Saturday PM peak hour conditions. Driveway Spacing Per FWCC 22-1543, driveways must be located no closer than 150 feet from any street intersection or to any other driveway, whether on or off the subject property. Based on the latest site plan, the proposed site access driveway locations meet minimum spacing requirements. Traffic Volumes The 2020 With Project weekday AM and Saturday PM peak hour traffic volumes at the driveways were shown previously in Figures 9 and 10. The 2020 With -Project weekday PM peak hour traffic volumes at the driveways were determined by adding the trip assignment from the proposed Greenline Business Park development (shown in Figure 11) to the future 2020 Without -Project driveway volumes. The 2020 With Project weekday PM peak hour traffic volumes at the driveways is shown in Figure 12. Level of Service_ !LOS) and Queues LOS analyses were conducted at the four proposed site access locations on Weyerhaeuser Way S during the weekday AM, weekday PM, and Saturday PM peak hour with -project conditions. The results of the analysis are summarized below in Table b. %9 TEN W April 27, 2018 Page 21 Transportation Impact Analysis Greenline Business Park— Federal Way, WA LEGEND 9 Site Access tPM Peak Hour XX Non -Truck Trips (XX) (Truck Trips) Weyerhaeuser Way S / Nof1h privuway 3 M1. Afcrt< (4) 12 (18) 62 — m Weyerhaeuser Way S / MW,Nodh Driveway ^ P 3 10 .Vr Af , (2) 11-10 (10) 62 —� Weyerhaeuser Way S ! Mid-Soulh Driveway m o- O� 3 oo 111E AffPti oo (V Weyerhaeuser way 5 1 SouIh Ddvewoy 3 sr� Al—l: jlj24� (9) 122 N Figure 11: Weekday PM Peak Hour Net Project Trip Assignment T NOTTO SCALE April � TEN W Page 22 Transportation Impact Analysis Greenline Business Park- Federal Way, WA LEGEND ® Site Access PM Peak Hour XX Traffic Volume Weyerhaeuser Way S ! North Driveway ss CV u7 Silc A-- 1 f ) 6 --;" 80 WevLwhQeusCr Way S ! M'd-Nuflh Driveway a� N % d 3 SUc �c-ccse 21 � 85 - V Weyerhaeuser Way S Mid•South Lkivewoy �a $ k 3 J I A —Acr_— t 12 17 ,o M Weyer11CMLPSef Way S / S4ufh Driveway a 3 i � x 33 145 � N LO M N Figure 12: 2020 With Project Weekday PM Peak Hour Traffic Volumes { ■ j NOTT�O SCALE %9 TEN W April 27, 2018 Page 23 Transportation Impact Analysis Greenline Business Park- Federal Way, WA Table 6 Future 2020 Peak Hour Site Access Level of Service Summary 2020 With Pro)ect Delay 95th % Study Intersection/Movement LOS (sec) v/c' Queue (ft) Weekday AM Peak Hour A. Weyerhaeuser Way S & North Site Access Northbound Left -Turn A 9.2 0.01 0' Eastbound Left -Right C 15.8 0.07 < 25' B. Weyerhaeuser Way S & Mid -North Site Access Northbound Left -Turn A 9.0 0.02 < 25' Eastbound Left -Right B 14.1 0.05 < 25' C. Weyerhaeuser Way S & Mid -South Site Access Northbound Left -Turn A 8.7 0.02 < 25' Eastbound Left -Right B 13.7 0.01 0' D. Weyerhaeuser Way S & South Site Access Northbound Left -Turn A 8.8 0.03 < 25' Eastbound Left -Right B 13.4 0.09 < 25' Weekday PM Peak Hour A. Weyerhaeuser Way S & North Site Access Northbound Left -Turn A 8.7 0.01 0' Eastbound Left -Turn C 17.3 0.26 25' B. Weyerhaeuser Way S & Mid -North Site Access Northbound Left -Turn A 8.9 0.01 0' Eastbound Left -Turn C 19.0 0.31 25' C. Weyerhaeuser Way S & Mid -South Site Access Northbound Left -Turn A 9.2 0.01 0' Eastbound Left -Turn C 18.4 0.11 < 25' D. Weyerhaeuser Way S & South Site Access Northbound Left -Turn A 9.3 0.01 0' Eastbound Left -Turn D 27.3 0.55 75' Saturday PM Peak Hour A. Weyerhaeuser Way S & North Site Access A 7.8 0.01 0' Northbound Left -Turn B 11.0 0.10 < 25' Eastbound Left -Turn B. Weyerhaeuser Way S & Mid -North Site Access A 7.9 0.01 0' Northbound Left -Turn B 10.9 0.09 < 25' Eastbound Left -Turn C. Weyerhaeuser Way S & Mid -South Site Access A 7.9 0.01 Northbound Left -Turn B 10.1 0.01 0' Eastbound Left -Turn 0' D. Weyerhaeuser Way S & South Site Access Northbound Left -Turn A 8.0 0.01 0' Eastbound Left -Turn B 11.5 0.17 25' As shown in Table 6, all individual movements at the proposed site access locations on Weyerhaeuser Way S are anticipated to operate at LOS D or better in 2020 during the weekday AM, weekday PM, and Saturday PM peak hours with minimal vehicle queuing. IPTENW April 27, 2018 Page 24 Transportation Impact Analysis Greenline Business Park —Federal Way, WA SimTraffic Queue Analysis Future 2020 weekday AM and Saturday PM peak hour queueing analyses with the proposed Greenline Business Park development were conducted at the 1-5 ramp terminals on S 320th Street and at the SR-18 ramp terminals on Weyerhaeuser Way S. An average of five SimTraffic simulations were used. A summary of the queue analysis is shown below in Table 7. Table 7 Weekday AM Peak Hour Queue Summary Weekday AM Peak Hour Intersection/Movement 1-5 SB Ramps / S 3201h Street Eastbound Right -Turn Westbound Left -Turn Southbound Left -Turn Southbound Left-Thru Southbound Right -Turn 1-5 NB Ramps / S 320th Street Northbound Left -Turn Northbound Left-Thru-Right Weyerhaeuser Way S / SR-18 WB Ramps Westbound Left -Turn Westbound Right -Turn Northbound Left -Turn Weyerhaeuser Way S / SR-18 EB Ramps Eastbound Left -Turn Eastbound Right -Turn Southbound Left -Turn Note: all queues represent 951h percentile queues Weyerhaeuser Way Assessment Storage 2020 2020 With - (feet) Baseline Proiect 400' 100, 125' 200' 200' 275' 300'+ 150' 175' 300'+ 150' 175' 300'+ 200' 175' 275' 250' 300' 500'+ 325' 400' 500'+ 375' 375' 85' 150' 150' 395' 300' 275' 500'+ 275' 275' 430' 100, 100, 520' 225' 250' An evaluation of roadway capacity was conducted for the section of Weyerhaeuser Way S north of S 336th Street to determine if the current principal collector classification consisting of a 2/3-lane road is adequate to accommodate the City's estimated future traffic projections traffic projects and traffic generated by the Greenline Business Park development. City road standards identify a 2/3- lane roadway capacity of up to 15,000 ADT and up to 825 directional design hour volume jDDHVI. Based on the estimated future AM peak hour traffic volumes for year 2020 as depicted in Figure 9 on page 20, the DDHV along Weyerhaeuser Way S north of S 336th Street is less than 825 indicating that the existing 2/3-lane road section would be adequate. Review of the City's future PM peak hour traffic volumes indicate that the DDHV is greater than 825, which would indicate that a second southbound lane is necessary along the project frontage on Weyerhaeuser Way north of S 336th Street. The City's future PM peak hour traffic volumes at the Weyerhaeuser Way S/S 336th Street intersection are included in Appendix F. The pavement evaluation for Weyerhaeuser Way has been conducted by others, and will be provided under separate cover. %9 TEN W April 27, 2018 Page 25 Transportation Impact Analysis Greenline Business Park— Federal Way, WA 11 I I 11 Mitigation Traffic Impact Fees The City of Federal Way requires all new developments to pay for capital improvements that are needed to serve new development in the form of a Traffic Impact Fee IT fl. Pursuant to City of Federal Way Municipal Code section 19.91 .070(2), the applicant has opted to prepare an independent fee calculation for the proposed development. The proposed independent impact fee calculation follows the same methodology used by the City but includes adjustments to the trip generation rate for the proposed Industrial Park use. The City's impact fee rate study establishes the methodology used to determine traffic impact fees as well as the following mathematical formula used to establish an impact fee rate. Traffic Impact _ Basic X Percent X Trip Length X Per Trip Fee Fee Rate Trip Rate New Trips Factor The trip generation rate used in the independent impact fee calculation for the proposed Greenline Business Park development is consistent with the trip generation rate used throughout this report and is based on the latest edition of the ITE Trip Generation Manua/(10'h Edition, year 2016) for land use code (LUC 130) Industrial Park. Table 8 Independent Traffic Impact Fee Rate Calculation F + Cost Per Ti il F',=i1= - •.. 11 hic. ill PM -r p Ei-,,=i 'I -�ffl•:-- irnpact Fee: J PM Tripsll ,000 SF Trips Factor 2018 Rate 0.40 100% 1.29 $3,398 $1.75 per SF I I J Based on the proposed 1,068,000 SF of industrial park building area, and the independently calculated traffic impact fee shown in Table 8, the traffic impact fee for the proposed Greenline Business Park development is estimated to be $1,869,000. Weyerhaeuser Way S The project proposes to construct a second southbound lane along the project frontage on Weyerhaeuser Way S north of S 336'h Street to accommodate future traffic volumes including traffic generated by the Greenline Business Park development VTENW April 27, 2018 Page 27 Transportation Impact Study Greenline Business Park— Federal Way, WA Appendix A City of Federal Way TIA Scoping Sheet •- y CITY of Public Works Traffic Department Federal Way TIA Scoping Sheet I Project Name: IRG Greenline Development Project Description: Construct 1,068,000 square feet warehouse building area Projected build -out year: 2020 Access: Comprehensive Plan S 324th Street extension from SR 5 to Weyerhaeuser Way — driveways are proposed on Weyerhaeuser Way South. Location: West of Weyerhaeuser Way S between S 323`d St. and S 336`h St. Type of Analysis: Scope: [ ] PM peak 1. LOS analysis at all study intersections with 10 or more trips [X] AM peak 2. LOS analysis at all study intersections with 100 or more trips [ ] Daily [X] Other 3. Weekend LOS analysis at all study intersections with 100 or more tips Please use the model PM trips distribution as a base to determine study intersections for Weekend. AM Peak Analysis Intersections: 1. S 320 St./ SR 5 NB & SB rams 2. S 320 St./ 32 Ave S 3. S 320 St./ Weyerhaeuser Way S 4. S 323 Sr./ Weyerhaeuser Way S 5. S 336 St./ Weyerhaeuser Way S 6. S 336 St./ SR 99 7. S 336 St./ 20 Ave S 8. 33 Place S./ Weyerhaeuser Way S 9. SR-18 EB Ramps/ Weyerhaeuser Way S 10. SR 18 WB Ramps/ Weyerhaeuser Way S 11. All project driveways - (AM and PM) Special Study Requests: 1. Truck Trip Assignment 2. Queuing analysis of access points for morning, evening, weekend peak hours. 3. Queuing analysis on S 3201h St. for WBL from trucks 4. Perform SimTraffic to model the queuing for ramps terminal on Weyerhaeuser Way and S 320`h St. 5. Turn lanes warrant analysis and truck turning diagram at driveways. 6. Roadway capacity analysis to determine if the planned 3-lane (Weyerhaeuser Way South north of S 336`h St.) should be modified to a 5-lane with the project. 7. Pavement analysis along truck routes including but not limited to Weyerhaeuser Way S and South 336`h St. to ensure the existing pavement can accommodate the expected truck load and estimate remaining design life. Provide recommendations for pavement improvements including pavement design if existing pavement thickness is not adequate to handle truck load. E:\RCW-FWRC\FW DevRev GuidelineAPre-Application CommentAWarehouse Scoping.doc Transportation Impact Study Greenline Business Park - Federal Way, WA Appendix B Existing Peak Hour Traffic Count Data J r J 11 www.idaxdata.com 13 1-5 SB RAMPS ' S 320TH ST f'T A Date: Tue, Oct 24, 2017 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM n o m Cn a W V. 0 0 JU S 320TH ST L 0 0Q�O�" 7 5 TEV: 2,874 4 723 950 PHF: 0.93 227 1,307 904 "+'+► � S 320TH ST n t 0 1,047 � � 0 0 TV t 0 0 CD a N o HV %: PHF EB 2.4% 0.89 CO) WB 2.2% 0.84 CD 0 NB - - SB 1.9% 0.86 TOTAL 2.2% 0.93 Two -Hour Count Summaries S 320TH ST S 320TH ST 1-5 SB RAMPS 1-5 SB RAMPS 15-min Rolling Eastbound Westbound Northbound Southbound Interval Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 213 92 0 54 136 0 0 0 0 0 0 14 6 95 610 0 7:15 AM 0 0 242 108 0 53 147 0 0 0 0 0 0 33 3 111 697 0 7:30 AM 0 0 248 120 0 72 176 0 0 0 0 0 0 34 3 103 756 0 7:45 AM 0 0 217 96 0 61 221 0 0 0 0 0 0 34 0 145 774 2,837 8:00 AM 0 0 197 79 0 41 179 0 0 0 0 0 0 42 2 107 647 2,874 8:15 AM 0 0 197 89 0 53 167 0 0 0 0 0 0 32 1 126 665 2,842 8:30 AM 0 0 212 79 0 30 208 0 0 0 0 0 0 29 2 117 677 2,763 8:45 AM 0 0 225 87 0 33 255 0 0 0 0 0 0 31 0 115 746 2,735 Count Total 0 0 1,751 750 0 397 1,489 0 0 0 0 0 0 249 17 919 5,572 0 Peak Hour 1 0 0 904 403 0 227 723 0 0 0 0 0 0 143 8 466 2,874 0 ,Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total Start 7:00 AM 4 11 0 1 16 0 0 0 d 0 0 1 1 0 2 7:15 AM 8 6 0 3 17 0 0 0 0 0 0 0 1 0 1 7:30 AM 10 6 0 3 19 0 0 0 0 0 0 0 2 0 2 7:45 AM 10 3 0 3 16 0 0 0 0 0 0 0 1 0 1 8:00 AM 3 6 0 3 12 0 0 0 0 0 0 0 1 0 1 8:15 AM 10 3 0 5 18 0 0 0 0 0 0 1 3 0 4 8:30 AM 13 8 0 7 28 0 0 0 0 0 0 0 1 0 1 8:45 AM 14 5 0 3 22 0 0 0 0 0 0 0 0 0 0 Count Total 72 48 0 28 148 0 0 0 1 0 0 0 2 10 0 12 Peak Hour 31 21 0 12 64 0 0 0 0 0 0 0 5 0 5 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata_cvm www.idaxdata.com 14 1-5 NB RAMPS S 320TH ST UW11- Date: Tue, Oct 24, 2017 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM a o eo M nn �V z �n 0 0 0 0 U! S 320TH ST 0 j L 01 323 DUE- 9� 0 TEV: 2,588 1— 624 F 947 A 5 © 0 O� n 1,04630 �6 PHF: 0.92 0 � 90Z jn rUD'V � S 320TH STnn i r 0 0 p V � t M N HV %: PHF z EB 1.9% 0.92 ap WB 2.9% 0.86 a N NB 2.2% 0.83 SB - - TOTAL 2.3% 0.92 Two -Hour Count Summaries S 320TH ST S 320TH ST 1-5 NB RAMPS 1-5 NB RAMPS Interval 15-min Rolling Eastbound Westbound Northbound Souhbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 111 95 0 0 132 61 0 63 0 91 0 0 0 0 553 0 7:15 AM 0 0 160 105 0 0 121 89 0 67 1 47 0 0 0 0 590 0 7:30 AM 0 0 158 128 0 0 184 90 0 77 0 67 0 0 0 0 704 0 7:45 AM 0 0 173 88 0 0 174 69 0 103 1 74 0 0 0 0 682 2,529 8:00 AM 0 0 139 97 0 0 145 75 0 71 1 84 0 0 0 0 612 2,588 8:15 AM 0 0 126 97 0 0 158 46 0 61 0 56 0 0 0 0 544 2,542 8:30 AM 0 0 125 113 0 0 147 54 0 93 1 37 0 0 0 0 570 2,408 8:45 AM 0 0 135 118 0 0 176 55 0 116 1 46 0 0 0 0 647 2,373 Count Total 0 0 1,127 841 0 0 1,237 539 0 651 5 502 0 0 0 0 4,902 1 0 Peak Hour 0 0 630 418 0 0 624 323 0 318 3 272 0 0 0 0 2,588 0 ,Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:00 AM 1 8 4 0 13 0 0 0 0 0 0 1 0 0 1 7:15 AM 6 3 5 0 14 0 0 0 0 0 0 0 1 0 1 7:30 AM 6 8 3 0 17 0 0 0 0 0 1 0 1 0 2 7:45 AM 5 7 0 0 12 0 0 0 0 0 1 1 2 0 4 8:00 AM 3 9 5 0 17 0 0 0 0 0 0 0 1 0 1 8:15 AM 8 4 5 0 17 0 0 0 0 0 2 0 2 0 4 8:30 AM 11 5 6 0 22 0 0 0 0 0 0 0 1 0 1 8:45 AM 8 3 4 0 15 0 0 0 0 0 0 0 0 0 0 Count Total 1 48 47 32 0 127 0 0 0 0 0 4 2 8 0 14 Peak Hour 1 20 27 13 0 60 0 0 0 0 0 2 1 5 0 8 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 15 32ND AVE S WWI S 320TH ST A Date: Tue, Oct 24, 2017 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM o O 1 a 410 0 N O O O O G M 4 L U S 320TH ST 3= 0 2 9 0--) TEV: 1,895 931 978 A �0 • o ! l (� PHF: 0.94 47 L n �► —� 0 6 1 898 675 220 � � S 320TH ST � � � � 9) O Cl) CD r 4 4 0Q 3 V C..OU000�'.. t [COQ HV %: PHF Z EB 04 2.1% 0.89 ti WB 2.6% 0.89 N r NB 5.3% 0.59 SB - TOTAL 2.4% 0.94 'Two -Hour Count Summaries S 320TH ST S 320TH ST 32ND AVE S 32ND AVE S 15-min Rolling Eastbound Westbound Northbound Southbound Interval Start Total One Hour LIT LT TH RT LT LT TH RT LIT LT TH RT LIT LT TH RT 7:00 AM 1 0 176 27 0 5 191 0 0 5 0 0 0 1 0 0 406 0 7:15 AM 1 0 175 28 0 10 212 0 0 3 0 1 0 0 0 0 430 0 7:30 AM 0 0 158 58 0 12 262 0 0 6 0 2 0 0 0 0 498 0 7:45 AM 1 0 189 fit 0 10 238 0 0 3 0 2 0 0 0 0 504 1,838 8:00 AM 1 0 153 73 0 15 219 0 0 1 0 1 0 0 0 0 463 1,895 8:15 AM 0 0 136 48 0 11 209 0 0 2 0 6 0 0 0 0 412 1,877 8:30 AM 0 0 132 34 0 6 187 0 0 10 0 3 0 0 0 0 372 1,751 8:45 AM 1 0 130 39 0 12 227 0 0 6 0 2 0 0 0 0 417 1,664 Count Total 1 5 0 1,249 368 0 81 1,745 0 0 36 1 0 17 0 1 0 0 3,502 0 Peak Hour 1 3 0 675 220 0 47 931 0 0 13 0 6 0 0 0 0 1,895 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total Start 7:00 AM 1 9 0 0 10 0 0 0 0 0 0 0 0 0 0 7:15 AM 7 4 0 0 11 0 0 0 0 0 0 0 0 2 2 7:30 AM 4 7 1 0 12 0 0 0 0 0 0 0 0 0 0 7:45 AM 2 7 0 0 8 0 0 0 0 0 0 0 1 0 1 8:00 AM 6 7 0 0 13 0 0 0 0 0 1 0 1 1 3 8:15 AM 7 4 0 0 11 0 0 0 0 0 0 0 0 1 1 8:30 AM 8 5 0 0 13 0 0 0 0 0 1 0 0 0 1 8:45 AM 7 2 0 0 9 0 0 0 0 0 0 0 0 1 1 Count Total 42 45 1 0 88 0 0 0 1 0 0 2 0 2 5 9 Peak Hour 19 25 1 0 45 0 0 0 0 0 1 0 2 3 6 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com IR WEYERHAUSER WAY S S 320TH ST kfa�, A Date: Tue, Oct 24, 2017 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM S 320TH ST 915 92_ 1104 A c: 0 1 TEV: 1,995 188 F- o O� 0© 643 PHF: 0.89 00 sss 780 (4 0 v 42 0 S 320TH ST����� W t o Ch to 40 � } Q HV %: PHF 4 _ EB 2.5% 0.90 W WB 2.5% 0.88 1 NB 2.0% 0.92to N SB N - - TOTAL 2.5% 0.89 'Two -Hour Count Summaries S 320TH ST S 320TH ST WEYERHAUSER WAY S 0 Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 175 5 0 24 189 0 0 10 0 33 0 0 0 0 436 0 7:15 AM 1 0 0 163 13 0 27 205 0 0 15 0 41 0 0 0 0 464 0 7:30 AM 1 0 157 8 1 49 259 0 0 16 0 31 0 0 0 0 522 0 7:45 AM 0 0 182 8 U 75 239 0 0 20 0 34 0 0 0 0 558 1,980 8:00 AM 0 0 141 13 0 37 212 0 0 18 0 30 0 0 0 0 451 1,995 8:15 AM 0 0 128 14 0 50 210 0 0 7 0 30 0 0 0 0 439 1,970 8:30 AM 0 0 121 19 0 41 185 0 0 19 0 33 0 0 0 0 418 1,866 8:45 AM 0 0 115 18 1 0 53 220 0 1 0 13 0 21 1 0 0 0 0 440 1,748 Count Total 1 0 1,182 98 1 356 1,719 0 0 118 0 253 0 0 0 0 3,728 0 Peak Hour 1 0 643 42 1 188 915 0 1 0 69 0 136 0 0 0 0 1,995 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total Start 7:00 AM 2 8 2 0 12 0 0 0 0 0 0 0 0 0 0 7:15 AM 7 6 1 0 14 0 0 0 0 0 0 0 0 0 0 7:30 AM 3 8 1 0 12 0 0 0 0 0 0 0 0 0 0 7:45 AM 2 9 2 0 13 0 0 0 0 0 0 0 0 0 0 8:00 AM 5 5 0 0 10 0 0 0 0 0 0 0 0 0 0 8:15 AM 8 5 1 0 14 0 0 0 0 0 0 0 0 0 0 8:30 AM 8 7 4 0 19 1 0 0 0 1 0 0 0 0 0 8:45AM 8 10 1 0 19 0 0 0 0 0 0 0 0 1 1 Count Total 1 43 58 12 0 113 1 0 0 0 1 0 0 0 1 1 Peak Hr 1 17 28 4 0 49 0 0 0 0 0 1 0 0 0 0 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com All Traffic Data (303) 216-2439 www.alltrafficdata.net Peak Hour Location: 1 WEYERHAEUSER WAY S & S 323RD ST AM Date and Start Time: Thursday, November 16, 2017 Peak Hour: 07:15 AM - 08:15 AM All Vehicles 203 178 � 5 323RD ST n r ,J 1 L U 92 N Al ti ~ d69 G r 5 r► 5�n7 S try 199 261 HV% PHF EB 0.0% 0.42 WB NB 2.3% 0.78 SIB 1.5% 0.78 All 1.9% 0.78 Heavy Vehicles 3 6 ,`J ! L. U 0 � o 0 N L. Jw E 4 ON* 0 ~ 5 r �n '1 1 r� O a Q p F 1 Pedestrians/Bicycles in Crosswalk 1 N i ! 0 1 40=0 0 EMj Traffic Counts - All Vehicles S 323RD ST WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Hour 7:00 AM 0 0 0 2 0 22 43 0 0 0 33 1 101 460 7:15 AM 0 0 0 3 0 17 47 0 0 0 31 1 99 469 7:30 AM 0 0 0 0 0 21 34 0 0 0 53 2 110 468 7:45 AM 0 0 0 1 0 32 52 0 0 0 63 2 150 463 8:00 AM 0 0 0 1 0 13 45 0 0 0 47 4 110 437 8:15 AM 0 1 0 0 0 14 36 0 0 0 45 2 98 8:30 AM 0 0 0 3 0 11 42 0 0 0 46 3 105 -- 8:45 AM 0 0 0 0 0 13 44 0 0 0 62 5 124 Count Total 0 1 0 10 0 143 343 0 0 0 380 20 897 Peak Hour 0 0 0 5 0 83 178 0 0 0 194 9 469 �1 Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval Pedestrians/Bicycles on Crosswalk Start Time EB NB WB SIB Total Start Time EB NB WB SB Total 7:00 AM 0 1 0 1 7:00 AM 0 0 0 0 7:15AM 0 3 2 5; 7:15AM 0 0 0 0 7:30 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 3 0 3 7:45 AM 0 0 0 0 8:00 AM 0 0 1 1 8:00 AM 0 0 0 0 8:15AM 0 0 0 0 8:15AM 1 0 0 1 J 8:30 AM 0 2 3 5 8:30 AM 1 0 0 1 8:45 AM 0 0 11 11 8:45 AM 0 0 0 0 Count Total Peak Hour 0 0 9 17 26 Count Total 2 0 0 2 6 3 9 Peak Hour 0 0 0 0 �I www.idaxdata.com 19 PACIFIC HWY S S336TH ST Gz:4 N Peak Hour co U U d N M 0— V4 �— 152 TEV: 507 _> 209 PHF: 146 S336TH ST n O9 0 M O 41 1 Two -Hour Count Summaries Co La 00 e N LLt S336TH ST L 73 2,644 4— 380 513 0.9 60 — 286 0 U � M co co L7 = _U U EB C.)n WB oai NB HV %: 3.7% 2.5% 3.6% SB 5.1% TOTAL 3.8% Date: Tue, Oct 24, 2017 Count Period: 7:00 AM to 9:00 AM Peak Hour: 8:00 AM to 9:00 AM O innnnnn ,l L n 2 0 0 0 d to N 40 0 0 0~ Q 1 W t O PHF 0.94 0.87 Q 0.92 0.89 0.90 A S336TH ST S336TH ST PACIFIC HWY S PACIFIC W HY S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 27 48 27 0 7 61 8 1 40 164 11 0 7 58 23 482 0 7:15 AM 0 20 73 37 0 7 71 11 2 60 158 12 0 14 61 24 550 0 7:30 AM 0 19 70 34 0 10 92 12 0 80 145 3 1 11 85 34 596 0 7:45 AM 0 30 83 24 0 15 135 29 2 110 151 15 3 10 62 42 711 2,339 8:00 AM 0 32 51 26 0 12 93 22 1 75 154 11 3 4 78 46 608 2,465 8:15 AM 0 41 53 34 0 11 94 17 2 81 143 7 8 12 84 50 637 2,552 8:30 AM 0 40 58 37 0 18 84 14 4 81 150 7 2 17 99 57 668 2,624 8:45 AM 0 39 47 49 0 19 109 20 1 94 164 8 7 11 113 50 731 2,644 Count Total 0 248 483 268 0 99 739 133 13 621 1,229 74 24 1 86 640 326 4,983 1 0 Peak Hour 0 152 209 146 0 60 380 73 8 331 611 33 20 44 374 203 2,644 0 ,Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:00 AM 1 5 0 15 5 25 0 0 0 0 0 1 0 0 0 1 7:15 AM 5 1 13 6 25 0 0 0 0 0 2 0 2 1 5 7:30 AM 1 5 5 8 7 25 0 0 0 0 0 1 0 1 1 3 7:45 AM 11 5 11 4 31 0 0 0 0 0 2 1 1 0 4 8:00 AM 5 4 6 2 17 0 0 0 0 0 0 2 0 0 2 8:15AM 4 2 6 7 19 0 0 0 0 0 0 2 0 0 2 8:30 AM 7 3 11 14 35 0 0 0 0 0 0 1 0 0 1 8:45 AM 3 4 12 10 29 0 0 0 0 0 2 1 2 1 6 Count Total 45 24 82 55 206 0 0 0 0 0 8 7 6 3 24 Peak Hour 19 13 35 33 100 0 0 0 0 0 2 6 2 1 11 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com Location: 3 20TH AVE S & S 336TH ST AM Date and Start Time: Thursday, November 16, 2017 Peak Hour: 07:30 AM - 08:30 AM (303) 216-2439 www.aIItrafficdata.net Peak Hour All Vehicles 79 60 S 336TH ST'" o J! LULL- 0 , L 47 500 13 J N 4— 584 00— 442 W 1.026 E 269 247 --*^^ S* 95 358 9 0 «� 1 1 1 rC, III' 108 94 uvoG our: CD I.V /O V.I L WB 1.7% 0.74 NB 1.1% 0.55 SB 6.3% 0.82 All 2.0% 0.73 Traffic Counts - All Vehicles Heavy Vehicles 5 1 o �J 1 1, U , 10 i� s� 4— 10 0 Jw r... S r*0 —0 10 `1 i rC- 0 ! 0 1 Pedestrians/Bicycles in Crosswalk �40=1 OBI 1 N 1 o fi ! a 1 �0 0 mw► S 336TH ST S 336TH ST 20TH AVE S 20TH AVE S Interval Eastbound Westbound Northbound Southbound Rolling Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Hour 7:00 AM 0 2 57 0 0 5 68 7 0 0 0 1 0 4 1 5 150 930 7:15 AM 0 4 65 2 0 9 56 5 0 2 2 8 0 14 3 9 179 989 7:30 AM 0 2 54 1 0 27 111 10 0 5 0 17 0 19 1 4 251 1,026 7:45 AM 0 5 83 5 0 53 134 10 0 17 0 26 0 5 1 11 350 995 8:00 AM 0 3 47 2 0 13 94 7 0 7 0 16 0 13 1 6 209 891 8:15 AM 0 3 63 1 0 2 103 20 0 2 0 4 0 11 1 6 216 8:30 AM 0 3 59 1 0 12 100 13 0 1 2 2 0 18 0 9 220 8:45 AM 0 1 63 1 0 11 132 12 0 0 2 5 0 11 0 8 246 Count Total 0 23 491 13 0 132 798 84 0 34 6 79 0 95 8 58 1,821 Peak Hour 0 13 247 9 0 95 442 47 0 31 0 63 0 48 4 27 1,026 Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval _ Pedestrians/Bicycles on Crosswalk Start Time EB NB WB SB Total Start Time EB NB WB SB Total_ 7:00 AM 1 0 1 1 3 7:00 AM 0 0 0 1 1 7:15 AM 3 0 0 0 3 7:15 AM 0 0 0 1 1 7:30 AM 1 0 5 1 7' 7:30 AM 0 0 0 0 0 7:45 AM 3 0 1 1 5 7:45 AM 0 0 2 1 3 8:00 AM 0 0 3 3 6 8:00 AM 0 0 0 0 0 8:15AM 1 1 1 0 3 8:15AM 0 0 0 0 0 8:30 AM 1 0 3 3 7 8:30 AM 1 0 0 1 2 8:45 AM 2 0 13 0 15 8:45 AM 1 0 0 0 1 Count Total 12 1 27 9 49 Count Total 2 0 2 4 8 J Peak Hour 5 1 10 5 21 Peak Hour 0 0 2 1 3 Location: 2 WEYERHAEUSER WAY S & S 336TH ST AM Date and Start Time: Thursday, November 16, 2017 Peak Hour: 07:30 AM - 08:30 AM (303) 216-2439 v✓ww.a I Itrafficdata. net Peak Hour All Vehicles 196 280 K S23fi:HSi � � cw. c v U6 ~ 115 J � ~ W 1,142E 0 ~ 367 y 2 2471� 5 C 1 4 r Si ■ A 286 579 HV% PHF EB 3.3% 0.80 WB NB 1.6% 0.75 SB 0.5% 0.78 All 1.9% 0.77 Traffic Counts - All Vehicles Heavy Vehicles 1 3 'J 1 11. U� n F. J .� Yr 12 Ia C Hitt O V fv O 1 1 10 9 S 336TH ST WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Ric 7:00 AM 0 0 0 0 0 0 0 7:15 AM 0 34 0 59 0 58 40 7:30 AM 2 19 0 66 0 107 44 7:45 AM 0 42 0 73 5 133 56 8:00 AM 1 28 0 53 0 82 36 8:15 AM 2 26 0 55 0 92 24 8:30 AM 4 28 0 66 4 83 31 8:45 AM 2 21 0 48 0 87 30 Count Total 11 198 0 420 9 642 261 Peak Hour 5 115 0 247 5 414 160 Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval Pedestdans/Bicycles on Crosswalk Start Time EB NB WB SB Total Start Time EB NB WB SB Total 7:00 AM 0 0 0 0 7:00 AM 0 0 0 0 7:15AM 3 1 2 6 7:15AM 0 0 0 0 7:30 AM 3 4 0 7! 7:30 AM 0 0 0 0 7:45 AM 5 2 0 7 7:45 AM 0 0 0 0 8:00 AM 2 1 1 4 8:00 AM 0 0 0 0 8:15AM 2 2 0 4 8:15AM 0 0 0 0 8:30 AM 5 3 3 11 8:30 AM 0 0 0 0 8:45 AM 4 5 9 18 8:45 AM 1 0 0 1 Count Total 24 18 15 57 Count Total 1 0 0 1 Peak Hour 12 9 1 22 Peak Hour 0 0 0 0 Pedestrians/Bicycles in Crosswalk �4�0 O=yL N 1 0 o W-keE 0 4�0 00-*F WEYERHAEUSER WAY S Souhbound Rolling _ ht U-Turn Left Thru Right Total Hour 0 0 0 0 0 0 879 0 2 0 8 19 220 1,120 0 1 0 7 41 287 1,142 0 2 0 6 55 372 1,116 0 0 0 12 29 241 991 0 2 0 9 32 242 0 1 0 11 33 261 0 1 0 5 53 247 0 9 0 58 262 1,870 0 5 0 34 157 1,142 Location: 4 WEYERHAEUSER WAY S & 33RD PL S AM Date and Start Time: Thursday, November 16, 2017 Peak Hour: 07:45 AM - 08:45 AM (303) 216-2439 www.aIltrafficdata.net Peak Hour All Vehicles 273 538 o o• a L 1 L VL J 50 N � 110 �fl W ,.y 939 E 3 r 56 � 79 a r rc 1 i 322 556 HV% PHF Heavy Vehicles 12 7 ! i C O N `o- �J j L laL n N 0 � W QW E o 0 �1 ~ S mm* 3 noitrC0 C O J - F ! i 10 8 EB WB 0.0% 0.71 NB 1.4% 077 SB 4.4% 0.74 All 2.1% 0.78 Traffic Counts -All Vehicles 33RD PL S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Ric 7:00 AM 0 16 0 7 0 0 85 7:15 AM 0 9 0 7 0 0 94 7:30 AM 0 14 0 9 2 0 138 7:45 AM 1 13 0 16 1 0 174 8:00 AM 0 11 0 12 4 0 104 8:15 AM 0 12 0 6 1 0 111 8:30 AM 3 20 0 16 3 0 99 8:45 AM 2 24 0 16 1 0 117 Count Total 6 119 0 89 12 0 922 Peak Hour 4 56 0 50 9 0 488 Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval Pedestrians/Bicycles on Crosswalk Start Time EB NB WS 5B Total Start Time EB NB WB SIB Total 7:00 AM 3 0 2 5 7:00 AM 0 0 0 0 7:15AM 1 0 3 4 7:15AM 0 0 0 0 7:30 AM 5 0 4 9 7:30 AM 0 0 0 0 7:45 AM 2 0 4 6 7:45 AM 0 0 0 0 8:00 AM 1 0 1 2 8:00 AM 0 0 0 0 8:15AM 2 0 4 6 8:15AM 0 0 0 0 8:30 AM 3 0 3 6 8:30 AM 0 0 0 0 8:45 AM 9 0 6 15 8:45 AM 0 0 0 0 Count Total 26 0 27 53 Count Total 0 0 0 0 1 Peak Hour 8 0 12 20 Peak Hour 0 0 0 0 Pedestrians/Bicycles in Crosswalk 8 6 7 5 7 11 36 8 88 59 WEYERHAEUSER WAY S Southbound U-Turn Left Thru Right Total Rolling Hour 0 1 45 0 162 879 2 2 54 0 174 913 1 1 69 0 241 937 0 7 85 0 302 939 0 3 55 0 196 849 0 0 57 0 198 0 6 60 0 243 0 2 42 0 212 3 22 467 0 1,728 0 16 257 0 939 www.idaxdata.com 23 WEYERHAUSER WAY S SR dc))�, 18 WB Date: Tue, Oct 24, 2017 N Peak Hour Count Period: 7:00 AM to 9-00 AM Peak Hour: 7:15 AM to 8:15 AM D Q Q' Q> j OD N M i0 ISR f w 0)> W W N CD 18VVB ! 4 p 1 J 0 341 -fl0000R 7 3 1 0 �'� TEV: 1,351 4®1 � 0 0 o o ~ O� O 01, 0 n PHF: 0.9 129 0 0 "i i r "� 0~ Q 0 `I E �00000..... SR18WB pIt N p Q} N M Q HV %: t O PHF W EB ap N WB 1.5% nn 0.82 V M N NB 2.8% 0.91 SB 2.5% 0.86 TOTAL 2.3% 0.90 'Two -Hour Count Summaries SR 18 WB SR 18 WB WEYERHAUSER WAY S WEYERHAUSER WAY S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 0 0 0 0 29 0 69 0 76 69 0 0 0 39 15 297 0 7:15 AM 0 0 0 0 0 31 0 71 0 75 79 0 0 0 56 18 330 0 7:30 AM 0 0 0 0 0 31 0 84 0 60 75 0 0 0 68 24 342 0 7:45 AM 0 0 0 0 0 36 0 108 0 61 89 0 0 0 65 16 375 1,344 8:00 AM 0 0 0 0 0 31 1 78 0 45 78 0 0 0 60 11 304 1,351 8:15 AM 0 0 0 0 0 24 0 79 0 55 63 0 0 0 43 10 274 1,295 8:30 AM 0 0 0 0 0 33 2 79 0 48 93 0 0 0 63 18 336 1,289 8:45 AM 0 0 0 0 0 24 1 69 0 73 64 0 0 0 53 26 310 1,224 Count Total 0 0 0 0 0 239 4 637 1 0 493 610 0 0 0 447 138 2,568 0 Peak Hour 0 0 0 0 0 129 1 341 1 0 241 321 0 1 0 0 249 69 1,351 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total Start 7:00 AM 0 1 2 1 4 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 1 3 1 5 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 2 3 4 9 0 0 0 0 0 1 0 0 0 1 7:45 AM 0 1 8 0 9 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 3 2 3 8 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 1 3 2 6 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 1 4 5 10 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 3 5 5 13 0 0 0 0 0 0 0 0 0 0 Count Total 0 13 30 21 64 0 0 0 0 0 1 0 0 0 1 Peak Hour 0 7 16 8 31 0 0 0 0 0 1 0 0 0 1 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 22 WEYERHAUSER WAY S SR 18 EB Date: Tue, Oct 24, 2017 N Peak Hour Count Period: 7:00 AM to 9:00 AM Peak Hour: 7:15 AM to 8:15 AM 7 D QU) _} 00 � M wQ Q > W O N W O SR 18 EB O inn nn�n7 0 - ll�O�LJLI" 0 0 1,451 0 0 �— !1 0 0 75 TEV: 29-� 5 PHF: 0.9 0 _ 4F7 40 ~ � 219 SR 18 EB n 4i i r - 0 o 0 0 E MD000.... t -111 0 0 La a F HV %: PHF 2.3% 0.96 A WB NB 2.2% 0.86 SB 2.6% 0.89 TOTAL 2.3% 0.90 'Two -Hour Count Summaries SR 18 EB SR 18 EB WEYERHAUSER WAY S WEYERHAUSER WAY S 15-min Rolling Eastbound Westbound Northbound Southbound Interval Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:00 AM 0 10 1 34 0 0 0 0 0 0 132 78 0 27 32 0 314 0 7:15 AM 0 16 4 50 0 0 0 0 0 0 132 56 0 28 54 0 340 0 7:30 AM 0 18 0 57 0 0 0 0 0 0 117 107 0 54 50 0 403 0 7:45 AM 0 24 1 53 0 0 0 0 0 0 125 80 0 44 62 0 389 1,446 8:00 AM 0 17 0 59 0 0 0 0 0 0 105 52 0 31 55 0 319 1,451 8:15 AM 0 21 0 49 0 0 0 0 0 0 104 57 0 29 44 0 304 1,415 8:30 AM 0 28 0 49 0 0 0 0 0 0 109 61 0 36 51 0 334 1,346 8:45 AM 0 16 0 44 0 0 0 0 0 0 118 48 0 34 54 0 314 1,271 Count Total 1 0 150 6 395 0 0 0 0 0 0 1 942 539 0 283 402 0 1 2,717 0 Peak Hour 1 0 75 5 219 0 0 0 0 0 0 479 295 0 157 221 0 1,451 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total Start 7:00 AM 0 0 1 3 4 0 0 0 0 0 0 0 0 0 0 7:15 AM 2 0 2 2 6 0 0 0 0 0 0 0 0 0 0 7:30 AM 1 0 4 4 9 0 0 0 0 0 0 0 0 0 0 7:45 AM 2 0 10 0 12 0 0 0 0 0 0 0 0 0 0 8:00 AM 2 0 1 4 7 0 0 1 0 1 0 0 0 0 0 8:15 AM 4 0 3 1 8 0 0 0 0 0 0 0 0 0 0 8:30 AM 2 0 4 2 8 0 0 0 0 0 0 0 0 0 0 8:45 AM 1 0 5 7 13 0 0 0 0 0 0 0 0 0 0 Count Total 14 0 30 23 67 0 0 1 1 0 1 0 0 0 0 0 Peak Hour 7 0 17 10 34 0 0 1 0 1 0 0 0 0 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com (303) 216-2439 www.aIItrafficdata.net Peak Hour All Vehicles 187 273 1 i nar�access� w � 4 Q :E aJ i L Ut 11 a J N o 0 0-0 ~ S i r� 1 i 184 281 HV% PHF Location: 1 WEYERHAEUSER WAY S & N SITE ACCESS AM Date and Start Time: Wednesday, January 3, 2018 Peak Hour: 07:15 AM - 08:15 AM Heavy Vehicles 3 7 1 t o w -1- L o43�J1 LU L. 0 � 0 � a•. � ,W E tr i t 3 7 Pedestrians/Bicycles in Crosswalk EB 0.0% 0.00 WB NB 2.5% 0.96 SB 1.6% 0.71 All 2.1% 0.87 Traffic Counts - All Vehicles N SITE ACCESS Interval Eastbound Start Time U-Turn Left Thru Westbound Right U-Turn Left Thru Right WEYERHAEUSER WAY S Northbound U-Turn Left Thru Right WEYERHAEUSER WAY S Southbound U-Tum Left Thru Right Total Rolling Hour 7:00 AM 0 1 0 0 0 0 60 0 0 0 23 1 85 443 7:15 AM 0 0 0 0 0 2 71 0 0 0 38 0 111 468 7:30 AM 0 0 0 0 0 2 71 0 0 0 39 1 113 445 7:45 AM 0 0 0 0 0 2 66 0 0 0 66 0 134 427 8:00 AM 0 0 0 0 0 2 65 0 0 0 41 2 110 413 8:15 AM 0 0 0 0 0 0 53 0 0 0 35 0 88 8:30 AM 0 0 0 0 0 1 49 0 0 0 45 0 95 8:45 AM 0 0 0 0 0 0 57 0 0 0 61 2 120 Count Total 0 1 0 0 0 9 492 0 0 0 348 6 856 Peak Hour 0 0 0 0 0 8 273 0 0 0 184 3 468 Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval PedestdanslBicycles on Crosswalk Start Time EB NB WB SIB Total Start Time EB NB WB SIB Total 7:00 AM 0 2 0 2 7:00 AM 0 0 0 0 7:15AM 0 4 3 7 4 7:15AM 0 0 0 0 7:30 AM 0 2 0 2 7:30 AM 0 0 0 0 7:45 AM 0 1 0 1 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15AM 0 2 0 2 8:15AM 0 0 0 0 8:30 AM 0 2 0 2 8:30 AM 0 0 0 0 8:45 AM 0 3 11 14 8:45 AM 0 0 0 0 Count Total 0 16 14 30 Count Total 0 0 0 0 Peak Hour 0 7 3 10 Peak Hour 0 0 0 0 Location: 2 WEYERHAEUSER WAY S & S SITE ACCESS AM Date and Start Time: Wednesday, January 3, 2018 Peak Hour: 07:15 AM - 08:15 AM (303) 216-2439 www.alltrafficdata.net Peak Hour All Vehicles 184 280 ! 1 - 1 L VL p'J 40 r: 1 J W 498 E n ~ 5 �.. s* � 178 309 HV% PHF EB 0.0% 0.63 WB NB 1.6% 0.87 SB 1.6% 0.75 All 1.6% 0.89 Heavy Vehicles 3 5 ! t J! LVL p � 0 "J � 4— 'J W E 0 —* 0 ~ S r =F* 0 1 r c 4 Itto 1 3 5 Traffic Counts - All Vehicles S SITE ACCESS Interval Eastbound Westbound Start Time U-Turn Left Thru Right U-Turn Left Thru 7:00 AM 0 0 0 0 7:15 AM 0 1 0 0 7:30 AM 0 0 0 2 7:45 AM 0 0 0 0 8:00 AM 0 0 0 2 8:15AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 0 1 0 4 Pedestrians/Bicycles in Crosswalk WEYERHAEUSER WAY S WEYERHAEUSER WAY S _ Northbound Southbound Rolling ht U-Turn Left Thru Right U-Turn Left Thru Right Total Hour 0 7 60 0 0 0 19 1 87 473 0 13 76 0 0 0 35 3 128 ; 498 0 6 67 0 0 0 40 3 118 460 0 9 70 0 0 0 58 3 140 439 0 2 66 0 0 0 41 1 112 420 0 6 51 0 0 0 31 2 90 0 1 49 0 0 0 45 2 97 0 6 57 0 0 0 58 0 121 0 50 496 0 0 0 327 15 893 Peak Hour 0 1 0 4 0 30 J Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval Pedestrians/Bicycles on Crosswalk Start Time EB NB WB SB Total Start Time EB NB WB SB 7:00 AM 0 2 0 2 7:00 AM 0 0 0 7:15 AM 0 3 3 6 7:15 AM 0 0 0 7:30 AM 0 1 0 1 7:30 AM 0 0 0 7:45 AM 0 1 0 1 7:45 AM 0 0 0 8:00 AM 0 0 0 0 8:00 AM 0 0 0 8:15AM 0 2 1 3 8:15AM 0 0 0 8:30 AM 0 2 0 2 8:30 AM 0 0 0 8:45 AM 0 3 11 14 8:45 AM 0 0 0 Count Total I J Peak Hour 0 14 0 5 15 29 Count Total 0 3 8 Peak Hour 0 0 0 0 0 279 0 0 0 174 10 498 Total 0 0 0 0 0 0 0 0 0 0 1 Z1Traffic Data i a > ■'c: c!G Scrnaas me (303) 216-2439 www.a Iltrafficdata. net Location: 1 WEYERHAEUSER WAY S & S 323RD ST PM Date and Start Time: Saturday, January 6, 2018 Peak Hour: 04:30 PM - 05:30 PM Peak 15-Minutes: 05:00 PM - 05:15 PM Peak Hour - All Vehicles (255) 137 0.78 169 (306) 1 ` YM IA DOER WAY 3 S32�Asr I -- m olo 2 J N �-- 0.81 W 0.92 c. 12 0 S r (76) [0 n '1 1 r YiEYERHAEV6ERtHAY_ r (271) 147 0.85 169 (311) Note: Total study counts contained in parentheses. Traffic Counts Peak Hour - Pedestrians/Bicycles on Crosswalk Interval Start Time U-Turn S 323RD ST Eastbound Left Thru Right WEYERHAEUSER WAY S Westbound Northbound U-Turn Left Thru Right U-Turn Left Thru Right WEYERHAEUSER WAY S Southbound U-Turn Left Thru Right Total Rolling Hour Pedestrain Crossings West East South North 4:00 PM 0 0 0 1 0 2 40 0 0 0 21 0 64 293 0 1 0 4:15 PM 0 0 0 3 0 1 33 0 0 0 42 0 79 315 0 0 0 4:30 PM 0 0 0 2 1 0 40 0 0 0 33 1 77 318 0 0 0 4:45 PM 0 1 0 3 0 0 42 0 0 0 27 0 73 302 0 0 0 'I t L Y--— 7 it':�i1Il 5:15 PM 0 0 0 2 0 0 36 0 0 0 44 0 82 0 0 0 5:30 PM 0 0 0 0 0 0 34 0 0 0 27 0 61 0 0 0 5:45 PM 0 0 0 2 0 2 30 0 0 0 28 0 62 0 0 0 Count Total 0 2 0 16 1 6 304 0 0 0 254 1 584 0 1 0 Peak Hour 0 2 0 10 1 1 167 0 0 0 136 1 318 0 0 0 Location: 2 WEYERHAEUSER WAY S & N SITE ACCESS PM • r Date and Start Time: Saturday, January 6, 2018 Peak Hour: 04:30 PM - 05:30 PM (30 1t ffid t 216-2439 IlPeak 15-Minutes: 05:00 PM - 05:15 PM ' net Peak WWW.a ra s a a Traffic Counts Interval Start Time Peak Hour - Pedestrians/Bicycles on Crosswalk N SITE ACCESS WEYERHAEUSER WAY S WEYERHAEUSER WAY S Eastbound Westbound Northbound Southbound U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U•Turn Left Thru Right 4:00 PM 0 0 0 0 0 0 41 0 0 0 22 0 4:15 PM 0 0 0 0 0 0 32 0 0 0 47 0 4:30 PM 0 0 0 0 1 0 43 0 0 0 35 0 4:45 PM 0 0 0 0 0 0 47 0 0 0 31 0 17 5:15 PNl 0 0 0 0 0 0 36 0 0 0 46 0 5:30 PM 0 0 0 0 0 0 34 0 0 0 26 0 1 5:45 PM 0 0 0 0 0 0 32 0 0 0 31 0 J Count Total 0 0 0 0 1 0 313 0 0 0 273 0 Peak Hour 0 0 0 0 1`` _1 Rolling Pedestrain Crossings Total Hour West East South North 63 299 1 0 0 79 319 0 0 0 79 322 0 0 0 78 303 0 0 0 82 0 0 0 60 0 0 0 63 0 0 0 587 1 0 0 1 0 174 0 0 0 147 0 322 0 0 0 + r Location: 3 WEYERHAEUSER WAY S & S SITE ACCESS PM Date and Start Time: Saturday, January 6, 2018 Peak Hour: 04:30 PM - 05:30 PM (303) 216-2439 www.alltrafficdata.net Peak 15-Minutes: 04:30 PM - 04:45 PM Peak Hour -All Vehicles (274) 148 0.82 174 (311) iYPhYOOOAF LR WAY S S Sf F E ACCESS L (3) o =11J 1. UL 3 4-- L N 0.25 J W 0.97 E 2 ME* 0 ~ S it (2) 2 n `1 i r� O N v C A WEYERHAEUSER WAY S ! i (276) 149 0.85 176 (314) Note: Total study counts contained in parentheses. Traffic Counts Peak Hour - Pedestrians/Bicycles on Crosswalk S SITE ACCESS WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Hour West East South North 4:00 PM 0 0 0 0 0 0 38 0 0 0 26 0 64 307 1 0 0 4:15 PM 0 0 0 0 0 0 32 0 0 0 43 0 75 320 0 0 0 ; :.. 2i:: -W JAW--. 4:45 PM 0 0 0 2 0 1 59 0 0 0 30 0 84 307 0 0 0 5:00 PM 0 0 0 0 0 0 41 0 0 0 36 0 77 283 0 0 0 5:15 PM 0 0 0 0 0 0 36 0 0 0 45 0 81 0 0 0 5:30 PM 0 0 0 0 1 0 37 0 0 0 27 0 65 0 0 0 5:45 PM 0 0 0 0 0 0 30 0 0 0 30 0 60 0 0 0 Count Total 0 0 0 2 1 2 311 0 0 0 273 1 590 1 0 0 Peak Hour 0 0 0 2 0 2 174 0 0 0 147 1 326 0 0 0 u Location: 4 WEYERHAEUSER WAY S & S 336TH ST PM . , Date and Start Time: Saturday, January 6, 2018 Peak Hour: 04:30 PM - 05:30 PM (303) 216-2439 www.alltrafficdata.net Peak 15-Minutes: 05:15 PM - 05:30 PM Peak Hour -All Vehicles Peak Hour - Pedestrians/Bicycles on Crosswalk (251) 149 0.79 179 (287) WEYERHAEUSER WAYS �0 r I L S 336TH ST �w o w L 0 J U� * N (616) 3 "� 1 o 1 366 42— 126 N ~ E o W�}`E 0.93 lh' 0.90 0 w r o f� 329 S ...► 200 �� ! S ! (551) t r� � WEYERHAEUSER WAY 5 (424) 251 0.95 318 (525) Note: Total study counts contained in parentheses. Traffic Counts S 336TH ST WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings Start Time U-Turn Left Thru Right U-Turn Left Thru Right _ U-Turn Left Thru Right U-Turn Left Thru Right Total Hour West East South North 4:00 PM 0 28 0 51 1 42 10 0 2 0 6 17 157 742 0 0 0 4:15 PM 1 23 0 60 0 63 9 0 0 0 12 33 201 777 0 0 0 4:30 PM 1 31 0 49 1 61 15 0 0 0 14 19 191 796 0 0 0 4:45 PM 2 33 0 41 0 63 16 0 0 0 9 29 193 778 0 0 0 5:00 PM 0 34 0 50 1 65 11 0 2 0 10 19 192 0 0 0 1— 1 . . 1 _ ) . 5:30 PM 1 21 0 37 _ 0 68 14 0 1 0 6 25 173 0 0 0 5:45 PM Count Total 5 198 0 348 4 438 83 0 6 0 72 173 1,327 0 0 0 Peak Hour 3 126 0 200 3 265 50 0 3 0 48 98 796 0 0 0 j �J I I J Location: 5 WEYERHAEUSER WAY S & 33RD PL S PM Date and Start Time: Saturday, January 6, 2018 Peak Hour: 04:30 PM - 05:30 PM (303) 216-2439 www.alitrafficdata.net Peak 15-Minutes: 05:15 PM - 05:30 PM Peak Hour -All Vehicles (410) 255 0.82 329 (537) wFrERHnEussrswnrs P Y V ,J L 28 I1181 +—N J 0— 70 +-■ 0 W 0.92 E on r 41 .y S w tam* � ^ rC (1) m o w� 0 33RU YL S WEYERHAEUSER WAY S ! I (434) 274 0.93 376 (599) Note: Total study counts contained in parentheses. Traffic Counts Peak Hour - Pedestrians/Bicycles on Crosswalk 33RD PL S WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Hour West East South North 4:00 PM 0 3 0 5 1 0 53 7 1 5 50 0 125 623 0 0 0 4:15 PM 1 12 0 5 0 0 61 15 0 11 47 0 152 663 0 0 0 4:30 PM 0 12 0 8 2 0 75 24 0 10 56 0 187 701 0 0 0 4:45 PM 1 8 0 1 1 0 85 12 0 5 46 0 159 663 0 0 0 5:00 PM 0 9 0 12 3 0 63 18 1 4 55 0 165 0 0 0 5:30 PM 0 8 0 14 1 0 68 17 1 2 38 0 149 0 0 0 5:45 PM Count Total 2 64 0 52 8 0 482 109 3 45 362 0 1,127 0 0 0 Peak Hour 1 41 0 28 6 0 300 70 1 27 227 0 701 0 0 0 All Traffic �. Location: 6 WEYERHAEUSER WAY S & 18 WB OFF RAMP PM Date and Start Time: Saturday, January 6, 2018 Peak Hour: 04:30 PM - 05:30 PM (303) 216-2439 www.aIItrafficdata.net Peak 15-Minutes: 05:15 PM - 05:30 PM Peak Hour -All Vehicles Peak Hour - Pedestrians/Bicycles on Crosswalk (464) 275 0.84 363 (682) IiFYER7U1fVSERYlAYS 0 w�L 0 L s ors sta. r•� n'ji w o 0 (456) 0 DJ ! L VL 215 (628) 1 N 1 240 4— N 4-- 8 r 335 0 0 0.00 0 J W 0.93 E t12 0.93 o WE o o� °~ s r � o � s 40=0 0ME* wereRw�usERwnrs � 1 (571) 315 0.91 308 (597) Note: Total study counts contained in parentheses. Traffic Counts 18 WB ON RAMP 18 WB OFF RAMP WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings_ Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Hour West East South North 4:00 PM 0 0 0 0 0 22 0 35 0 42 26 0 0 0 42 15 182 858 0 0 0 0 4:15 PM 0 0 0 0 0 29 3 51 0 44 28 0 0 0 45 13 213 883 0 1 0 0 4:30 PM 0 0 0 0 0 34 2 54 0 41 41 0 0 0 50 19 241 918 0 0 0 0 4:45 PM 0 0 0 0 0 28 4 52 0 42 43 0 0 0 40 13 222 876 0 0 0 0 5:00 PM 0 0 0 0 0 18 2 53 0 32 31 0 0 0 53 18 207 851 0 0 0 0 1 'i ` 5:30 PM 0 0 0 0 0 23 1 50 0 41 37 0 0 0 38 9 199 0 0 0 0 5:45 PM 0 0 0 0 0 23 1 55 0 34 37 0 0 0 34 13 197 0 0 0 0 Count Total 0 0 0 0 0 209 13 406 0 321 276 0 0 0 362 122 1,709 0 1 0 0 Peak Hour 0 0 0 0 0 112 8 215 0 160 148 0 0 0 203 72 918 0 0 0 0 ' . Location: 7 WEYERHAEUSER WAYS & SR 18 EB ON RAMP PM Date and Start Time: Saturday, January 6, 2018 Peak Hour: 04:30 PM - 05:30 PM (303) 216-2439 www aIItrafficdata net Peak 15-Minutes: 04:30 PM - 04:45 PM Peak Hour - All Vehicles (565) 307 0.87 308 (593) WCWMACUaFR 5YAY 5 SR1$E8CfFRAMP L Vt- 0 91 J o N om 0 0.88 W ' 0.93 E 0.00 r 0 300 �' s .. F 226 C 0 (602) p 1 w * �+(435) 1 1 1 p p j G SR 1$kSOH RRMa v 'hgYERHAE115ER WAY6 ! (760) 389 0.89 318 (621) Note: Total study counts contained in parentheses. Traffic Counts Peak Hour - Pedestrians/Bicycles on Crosswalk SR 18 EB OFF RAMP SR 18 EB ON RAMP WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Pedestrain Crossings Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Rlght Total Hour West East South North 4:00 PM 0 13 0 48 0 0 0 0 0 0 52 17 0 28 40 0 198 912 0 0 0 0 4:15 PM 0 18 0 60 0 0 0 0 0 0 54 28 0 35 34 0 229 910 0 1 0 0 4:45 PM 0 26 0 60 0 0 0 0 0 0 52 30 0 25 44 0 237 894 0 0 0 0 5:00 PM 0 15 0 47 0 0 0 0 0 0 48 16 0 32 38 0 196 876 0 0 0 0 5:15 PM 0 26 1 48 0 0 0 0 0 0 53 28 0 38 50 0 244 0 0 0 0 5:30 PM 0 27 0 54 0 0 0 0 0 0 50 20 0 29 37 0 217 0 0 0 0 5:45 PM 0 18 0 64 0 0 0 0 0 0 53 29 0 21 34 0 219 0 0 0 0 Count Total 0 167 1 434 0 0 0 0 0 0 426 195 0 239 326 0 1,788 0 1 0 0 Peak Hour 0 91 1 208 0 0 0 0 0 0 217 101 0 126 181 0 925 0 0 0 0 All Traffic Data (303) 216-2439 www.alltrafficdata.net Peak Hour Location: 1 WEYERHAEUSER WAYS & N SITE ACCESS PM Date and Start Time: Tuesday, December 12, 2017 Peak Hour: 04:30 PM - 05:30 PM All Vehicles 3`d 3332 i N SITE ACC_: `" 1 o L!t` 1 L a �J 2 � W 0 ~ 697 E 29 '$ S i r� 1 i % 363 322 HV% PHF EB 6.9% 0.73 WB NB 0.9% 0.90 SB 2.0% 0.96 All 1.7% 0.96 Heavy Vehicles 7 4 1 i L 0 L V` a 0 ' N �••� ,WE 2 ir` 1 i F a 3 Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles N SITE ACCESS WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru Right Total Hour 4:00 PM 0 2 0 2 0 0 70 0 0 0 99 0 173 681 4:15 PM 0 1 0 2 0 2 66 0 0 0 90 0 161 689 4:30 PM 0 0 0 5 0 0 89 0 0 0 86 0 180 697 4:45 PM 0 2 0 4 0 0 79 0 0 0 81 1 167 662 5:00 PM 0 5 0 3 0 1 82 0 0 0 90 0 181 641 5:15 PM 0 4 0 6 0 0 71 0 0 0 88 0 169 5:30 PM 0 0 0 0 0 0 55 0 0 0 90 0 145 5:45 PM 0 1 0 0 0 0 60 0 0 0 85 0 146 Count Total 0 15 0 22 0 3 572 0 0 0 709 1 1,322 Peak Hour 0 11 0 18 0 1 321 0 0 0 345 1 697 Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval Pedestriam/Bicycles on Crosswalk Start Time EB NB WB SB Total Start Time EB NB WB SB Total 4:00 PM 0 0 11 11 4:00 PM 0 0 0 0 4:15PM 0 2 3 5 4:15PM 1 0 0 1 4:30 PM 1 0 4 5; 4:30 PM 1 0 0 1 4:45 PM 0 1 2 3 4:45 PM 0 0 0 0 5:00 PM 1 1 0 2 5:00 PM 0 0 0 0 5:15 PM 0 1 1 2 5:15 PM 0 0 0 0 5:30 PM 0 0 3 3 5:30 PM 0 0 0 0 5:45 PM 0 1 0 1 5:45 PM 0 0 0 0 Count Total 2 6 24 32 Count Total 2 0 0 2 Peak Hour 2 3 7 12 Peak Hour 1 0 0 1 Location: 2 WEYERHAEUSER WAY S & S ACCESS SITE PM Date and Start Time: Tuesday, December 12, 2017 Peak Hour: 04:30 PM - 05:30 PM (303) 216-2439 www.alltrafficdata.net Peak Hour All Vehicles 368 311 S ACCESS& -I lam 16 J N W ° 711 E r 41 ,... S25 F ! f 394 302 HV% PHF Heavy Vehicles 7 2 ,U Q�J1 0 J Q N 4- W@aE 0 ME* ° "" g r i r F_ ! 1 7 2 Pedestrians/Bicycles in Crosswalk �4­L 0 t N t 0 1 0 ! �4-MO 0 M_*� EB 0.0% 0.79 WB NB 0.7% 0.93 SB 1.9% 0.95 All 1.3% 0.95 Traffic Counts -All Vehicles S ACCESS SITE WEYERHAEUSER WAY S WEYERHAEUSER WAY S Interval Eastbound Westbound Northbound Southbound Rolling Start Time U-Turn Left Thru Right U-Turn Left Thru Right U-Turn Left Thru R(ght U-Turn Left Thru Right Total Hour 4:00 PM 0 2 0 10 0 0 61 0 0 0 104 1 178 690 4:15 PM 0 0 0 5 0 0 61 0 0 0 96 0 162 700 4:30 PM 0 9 0 4 0 1 72 0 0 0 91 0 177 711 4:45 PM 0 2 0 8 1 3 74 0 0 0 84 1 173 681 5:00 PM 0 4 0 6 1 0 80 0 0 0 97 0 188 657 5:15 PM 0 1 0 7 0 1 69 0 0 0 95 0 173 5:30 PM 0 1 0 2 0 0 54 0 0 0 90 0 147 5:45 PM 0 0 0 1 0 0 62 0 0 0 86 0 149 Count Total 0 19 0 43 2 5 533 0 0 0 743 2 1,347 Peak Hour 0 16 0 25 2 5 295 0 0 0 367 1 711 Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk Interval Heavy Vehicles Interval Pedestrians/Bicycles on Crosswalk Start Time EB NB WB SB Total Start Time EB NB WB SB Total 4:00 PM 2 0 10 12 4:00 PM 0 0 0 0 4:15 PM 0 1 4 5 4:15 PM 1 0 0 1 4:30 PM 0 0 4 4 4:30 PM 1 0 0 1 4:45 PM 0 0 2 2 4:45 PM 0 0 0 0 5:00 PM 0 1 0 1 5:00 PM 0 0 0 0 5:15 PM 0 1 1 2 5:15 PM 0 0 0 0 5:30 PM 0 0 3 3 5:30 PM 0 0 0 0 5:45 PM 0 1 0 1 5:45 PM 0 0 0 0 Count Total 2 4 24 30 Count Total 2 0 0 2 Peak Hour 0 2 7 9 Peak Hour 1 0 0 1 Transportation Impact Study Greenline Business Park —Federal Way, WA Appendix C Level of Service (LOS) Calculations Transportation Impact Study Greenline Business Park— Federal Way, WA 2018 Existing Lanes, Volumes, Timings 1: 1-5 SB Ramps & S 320th St - --w ■-- ,- t 103/30/2018 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt tt I *T rre Traffic Volume (vph) 0 922 411 232 737 0 0 0 0 146 8 475 Future Volume (vph) 0 922 411 232 737 0 0 0 0 146 8 475 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1087 1090 747 744 Travel Time (s) 21.2 21.2 14.6 14.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 0% 0% 0% 2% 2% 2% Shared Lane Traffic (%) 47% Turn Type NA Perm pm+pt NA Prot NA Prot Protected Phases 2 1 6 7 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 7 4 4 Switch Phase Minimum Initial (s) 1off 10,0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 15.0 15.0 10.0 49.0 10.0 40.0 40.0 Total Split (s) 45.0 45.0 3.0.0 75:0 35.0 35.0 35.0 Total Split (%) 40.9% 40.9% 27.3% 68.2% 31.8% 31.8% 31.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) U. 0,0 0.0 D.O. 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Min C-Min None C-Min None None None Intersection Summary_ Area Type: Other Cycle Length:110 Actuated Cycle Length:110 Offset: 33 (30%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 1: 1-5 SIB Ramps & S 320th St 1I03/30/2018 --p- ■- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r Vi tt *T W Traffic Volume (veh/h) 0 922 411 232 737 0 0 0 0 146 8 475 Future Volume (veh/h) 0 922 411 232 737 0 0 0 0 146 8 475 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 0 1870 1870 1870 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 0 991 442 249 792 0 163 0 511 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 2333 1041 372 2717 0 515 0 687 Arrive On Green 0.00 0.66 0.66 0.02 0.25 0.00 0.14 0.00 0.14 Sat Flow, veh/h 0 3647 1585 1781 3647 0 3563 0 4755 Grp Volume(v), veh/h 0 991 442 249 792 0 163 0 511 Grp Sat Flow(s),veh/h/In 0 1777 1585 1781 1777 0 1781 0 1585 Q Serve(g_s), s 0.0 14.6 14.6 4.4 19.8 0.0 4.5 0.0 11.3 Cycle Q Clear(g_c), s 0.0 14.6 14.6 4.4 19.8 0.0 4.5 0.0 11.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2333 1041 372 2717 0 515 0 687 V/C Ratio(X) 0.00 0.42 0.42 0.67 0.29 0.00 0.32 0.00 0.74 Avail Cap(c_a), veh/h 0 2333 1041 666 2717 0 972 0 1297 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.83 0.83 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 9.0 9.0 8.9 17.1 0.0 42.2 0.0 45.1 Incr Delay (d2), s/veh 0.0 0.6 1.3 1.3 0.2 0.0 0.3 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 5.2 4.9 1.6 9.4 0.0 2.0 0.0 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 9.6 10.3 10.2 17.3 0.0 42.5 0.0 46.7 LnGrp LOS A A B B B A D A D Approach Vol, veh/h 1433 1041 674 Approach Delay, s/veh 9.8 15.6 45.7 Approach LOS A B D s Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.9 77.2 20.9 89.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+I1), s 6.4 16.6 13.3 21.8 Green Ext Time (p-c), s 0.5 11.2 2.6 7.9 Intersection Summary HCM 6th Ctrl Delay 19.4 HCM 6th LOS B -_ User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. - -W or IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings 2: 1-5 NB Ramps & S 320th St 03/30/2018 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt +T 4 Traffic Volume (vph) 0 643 0 0 636 329 324 3 277 0 0 0 Future Volume (vph) 0 643 0 0 636 329 324 3 277 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1090 720 781 805 Travel Time (s) 21.2 14.0 15.2 15.7 Confl. Peds. (#Ihr) 5 1 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 2% 2% 2% 0% 0% 0% Shared Lane Traffic (%) 10% Turn Type NA NA Split NA Protected Phases 2 6 8 8 Permitted Phases Detector Phase 2 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 15.0 20.0 33.0 33.0 Total Split (s) 74.0 74.0 36.0 36.0 Total Split (%) 67.3% 67.3% 32.7% 32.7% Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag _ Lead -Lag Optimize? _ Recall Mode C-Min C-Min None None In[e Area Type: Other Cycle Length:110 Actuated Cycle Length:110 Offset: 62 (56%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: 1-5 NB Ramps & S 320th St ' 002 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 2: 1-5 NB Ramps & S 320th St 03/30/2018 � � Ir � 4\ t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt ti' *1� Traffic Volume (veh/h) 0 643 0 0 636 329 324 3 277 0 0 0 Future Volume (veh/h) 0 643 0 0 636 329 324 3 277 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, vehlh/In 0 1870 0 0 1856 1856 1870 1870 1870 Adj Flow Rate, vehlh 0 699 0 0 691 0 328 37 301 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 0 3 3 2 2 2 Cap, veh/h 0 2376 0 0 2357 428 42 345 Arrive On Green 0.00 0.22 0.00 0.00 0.67 0.00 0.24 0.24 0.24 Sat Flow, vehlh 0 3741 0 0 3711 0 1781 176 1432 Grp Volume(v), veh/h 0 699 0 0 691 0 328 0 338 Grp Sat Flow(s),veh/hlln 0 1777 0 0 1763 0 1781 0 1608 Q Serve(g_s), s 0.0 18.0 0.0 0.0 8.9 0.0 18.9 0.0 22.2 Cycle Q Clear(g_c), s 0.0 18.0 0.0 0.0 8.9 0.0 18.9 0.0 22.2 Prop In Lane 0.00 0.00 0.00 0.00 1.00 0.89 Lane Grp Cap(c), veh/h 0 2376 0 0 2357 428 0 387 V/C Ratio(X) 0.00 0.29 0.00 0.00 0.29 0.77 0.00 0.87 Avail Cap(c_a), veh/h 0 2376 0 0 2357 502 0 453 HCM Platoon Ratio 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.75 0.00 0.00 0.96 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 21.2 0.0 0.0 7.5 0.0 38.9 0.0 40.2 Incr Delay (d2), s/veh 0.0 0.2 0.0 0.0 0.3 0.0 6.3 0.0 15.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 8.6 0.0 0.0 3.1 0.0 8.8 0.0 10.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 21.5 0.0 0.0 7.8 0.0 45.2 0.0 55.9 LnGrp LOS A C A A A D A E Approach Vol, veh/h 699 691 A 666 Approach Delay, s/veh 21.5 7.8 50.6 Approach LOS C A D Timer - Assigned Phs 2 6 6 Phs Duration (G+Y+Rc), s 78.5 78.5 31.5 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 69.0 69.0 31.0 Max Q Clear Time (g_c+ll), s 20.0 10.9 24.2 Green Ext Time (p-c), s 6.7 6.7 2.2 Intersection Summary HCM 6th Ctrl Delay 26.3 HCM 6th LOS C ofe User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings 3: 32nd Ave S & S 320th St 03/30/2018 'f- T 4 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL B 1 SBR Lane Configurations tt r tT 1� *T# Traffic Volume (vph) 3 689 224 48 950 0 13 0 6 0 0 0 Future Volume (vph) 3 689 224 48 950 0 13 0 6 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 450 250 0 250 0 0 0 Storage Lanes 1 1 1 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 25 25 Link Distance (ft) 720 883 679 275 Travel Time (s) 14.0 17.2 18.5 7.5 Confl. Peds. (#/hr) 2 3 3 2 1 1 Peak Hour Factor 0.94 0.94 0-94 0.94 0.94 0.94 0.94 0.94 0-94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 5% 50/0 5% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5-0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 39.0 16.0 16.0 35.0 39.0 20.0 75.0 75.0 75.0 Total Split (%) 22.5% 9.2% 9.2% 20 2% 22:5% 11.6% 43.4% 43.4% 43.4% Yellow Time (s) 3.0 3.0 3.0 4.0 3.0 4.0 4.0 3.0 3.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0. 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None frrterseclion ;Sunimary Area Type: Other Cycle Length:173 Actuated Cycle Length: 47.3 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Snlirs and Phases: 3: 32nd Ave S & S 320th St IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 3: 32nd Ave S & S 320th St --* --p. --v IQ 1I03/30/2018 t41 Movement EBL EBT EBR WiBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I tt r tT 1� 4,� Traffic Volume (veh/h) 3 689 224 48 950 0 13 0 6 0 0 0 Future Volume (veh/h) 3 689 224 48 950 0 13 0 6 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1856 1856 1856 1826 1826 1826 1900 1900 1900 Adj Flow Rate, veh/h 3 733 223 51 1011 0 14 0 6 0 0 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 3 3 3 5 5 5 0 0 0 Cap, veh/h 455 1869 831 531 2133 0 32 0 49 0 5 0 Arrive On Green 0.00 0.53 0.53 0.06 0.60 0.00 0.02 0.00 0.03 0.00 0.00 0.00 Sat Flow, veh/h 1781 3554 1581 1767 3618 0 1739 0 1544 0 -85496 0 Grp Volume(v), veh/h 3 733 223 51 1011 0 14 0 6 0 0 0 Grp Sat Flow(s),veh/h/In 1781 1777 1581 1767 1763 0 1739 0 1544 0 1900 0 Q Serve(g_s), s 0.0 4.5 2.8 0.5 5.8 0.0 0.3 0.0 0.1 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 4.5 2.8 0.5 5.8 0.0 0.3 0.0 0.1 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 455 1869 831 531 2133 0 32 0 49 0 5 0 V/C Ratio(X) 0.01 0.39 0.27 0.10 0.47 0.00 0.44 0.00 0.12 0.00 0.00 0.00 Avail Cap(c_a), veh/h 2169 1869 831 1898 3408 0 720 0 2985 0 3726 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 4.1 5.1 4.7 3.6 4.0 0.0 17.6 0.0 17.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.4 0.0 3.6 0.0 0.8 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 0.8 0.6 0.1 0.7 0.0 0.1 0.0 0.1 0.0 0.0 0.0 Unsig. Movement Delay, slveh LnGrp Delay(d),s/veh 4.1 5.2 4.8 3.6 4.3 0.0 21.2 0.0 17.8 0.0 0.0 0.0 LnGrp LOS A A A A A A C A B A A A Approach Vol, veh/h 959 1062 20 0 Approach Delay, s/veh 5.1 4.3 20.2 0.0 Approach LOS A A C Timer - Assigned Phs 1 2 4 5 6 7 8 Phs Duration (G+Y+Rc), s 4.1 25.9 6.2 7.0 23.0 5.7 0.5 Change Period (Y+Rc), s 4.0 4.0 5.0 5.0 4.0 5.0 * 5 Max Green Setting (Gmax), s 35.0 35.0 70.0 30.0 12.0 15.0 * 71 Max Q Clear Time (g_c+ll ), s 2.0 7.8 2.1 2.5 6.5 2.3 0.0 Green Ext Time (p-c), s 0.0 14.0 0.0 0.0 1.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 4.8 HCM 6th LOS A Notes- * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 320th St o313012018 Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Right Turn on Red Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Shared Lane Traffic (%) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Intersection Summar --I. -V 4\ EBT EBR WBL WBT N8L tt F tt )y 656 43 192 933 70 656 43 192 933 70 1900 1900 1900 1900 1900 0 200 300 1 1 1 25 25 Yes 35 35 35 883 728 1121 17.2 14.2 21.8 0.89 0.89 0.89 0.89 0.89 3% 3% 3% 3% 2% NA Perm pm+pt 2 1 2 6 2 2 1 5.0 5.0 5.0 32.0 32.0 10.0 63.0 63.0 15.0 57.3% 57.3% 13.6% 4.0 4.0 4.0 1.0 1.0 1.0 0.0 0.0 0.0 5.0 5.0 5.0 Lead Lead Lag Yes Yes Yes C-Max C-Max None NA Prot 6 4 r 139 139 1900 300 1 Yes 0.89 2% 50% Perm 4 6 4 4 10.0 27.0 27.0 78.0 32.0 32.0 70.9% 29.1 % 29.1 % 4.0 4.0 4:0 1.0 1.0 1.0 0.0 0.0 0-0 5.0 5.0 &0 C-Max None None Area Type: Other Cycle Length:110 Actuated Cycle Length:110 Offset:106 (95%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated gPiEcP.r Wav S R S 320th St IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & S 320th St 03/30/2018 Movement EBT EBR WBL WBT NBL NSR Lane Configurations tt r }t )y r Traffic Volume (veh/h) 656 43 192 933 70 139 Future Volume (veh/h) 656 43 192 933 70 139 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/hAn 1856 1856 1856 1856 1870 1870 Adj Flow Rate, veh/h 737 0 216 1048 79 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 2 2 Cap, veh/h 1859 829 861 3059 147 66 Arrive On Green 0.53 0.00 0.29 0.87 0.04 0.00 Sat Flow, veh/h 3618 1572 1767 3618 3563 1585 Grp Volume(v), veh/h 737 0 216 1048 79 0 Grp Sat Flow(s),veh/h/In 1763 1572 1767 1763 1781 1585 Q Serve(g_s), s 13.7 0.0 0.0 6.2 2.4 0.0 Cycle Q Clear(g_c), s 13.7 0.0 0.0 6.2 2.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1859 829 861 3059 147 66 V/C Ratio(X) 0.40 0.00 0.25 0.34 0.54 0.00 Avail Cap(c_a), veh/h 1859 829 861 3059 874 389 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 _Upstream Filter(I) 0.97 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.5 0.0 8.1 1.4 51.7 0.0 Incr Delay (d2), s/veh 0.6 0.0 0.1 0.3 1.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.4 0.0 2.1 0.8 1.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.2 0.0 8.2 1.7 52.8 0.0 LnGrp LOS B A A A D A Approach Vol, veh/h 737 1264 79 Approach Delay, s/veh 16.2 2.8 52.8 Approach LOS B A D i i111eF - Assigned Pbs 1 4 6 Phs Duration (G+Y+Rc), s 37.4 63.0 9.6 100.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 58.0 27.0 73.0 Max Q Clear Time (g_c+ll ), s 2.0 15.7 4.4 8.2 Green Ext Time (p-c), s 0.1 4.6 0.1 7.6 intersection Summary HCM 6th Ctd Delay 9.4 HCM 6th LOS A User approved volume balancing among the lanes for turning movement. IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 -A --V t 4 4-1 Lane Group EBL EBR NBL NST SBT SBR Lane Configurations r t + r Traffic Volume (vph) 0 5 85 182 198 9 Future Volume (vph) 0 5 85 182 198 9 Ideal Flow (vphpl) 1900 1900 1900 i 900 1900 1900 Storage Length (ft) 200 0 200 75 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 35 Link Distance (ft) 755 456 1121 Travel Time (s) 20.6 12.4 21.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles (%) _ 0% 0% 2% 2% 2% 2% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th TWSC 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT ,BT SBR Lane Configurations I r t t r Traffic Vol, veh/h 0 5 85 182 198 9 Future Vol, veh/h 0 5 85 182 198 9 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 200 - 75 Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 0 6 109 233 254 12 MajorlMinof Minor2 Majorl Majar2 Conflicting Flow All 705 254 266 0 - 0 Stage 1 254 - - - _ Stage 2 451 - - - - - Critical Hdwy 6.4 6.2 4.12 - Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.4 - - - Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 406 790 1298 - - - Stage 1 793 - - - - - Stage 2 646 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 372 790 1298 Mov Cap-2 Maneuver 442 - - - - - Stage 1 726 - - Stage 2 646 - Aial?roach Es NI 'B HCM Control Delay, s 9.6 2.6 0 HCM LOS A Minor Lane!Maior Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh)h) 1298 - 790 - HCM Lane V/C Ratio 0.084 - 0.008 - - HCM Control Delay (s) 8 - 0 9.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.3 - 0 - - IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings 6: Pacific Hwy S & S 336th St --b. t 1I03/30/2018 i Lane Group EBL EBT EBR WBL WBT 1WBR NBL NBT NBR SBL SBT SBR Lane Configurations + r I +T* tt r I Tt r Traffic Volume (vph) 155 213 149 61 388 74 346 623 34 65 381 207 Future Volume (vph) 155 213 149 61 388 74 346 623 34 65 381 207 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 550 0 150 200 300 100 450 175 Storage Lanes 1 1 1 1 2 _ 1 1 1 1 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 40 40 Link Distance (ft) 741 1446 782 784 Travel Time (s) 14.4 28.2 13.3 13.4 Confl. Peds. (#/hr) 2 1 1 2 2 6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 4% 4% 4% 5% 5% 5% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA pm+ov Protected Phases 7 4 3 8 5 2 1 6 7 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 7 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5-0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 36.5 36.5 9.5 37.5 10.0 27.0 27.0 10.5 26.5 9.5 Total Split (s) 13.0 42.0 42.0 10.0 39.0 24.0 43.0 43.0 15.0 34.0 13.0 Total Split (%) 11.8% 38.2% 38.2% 9.1 % 35.5% 21.8% 39.1 % 39.1 % 13.6% 30.9% 11.8% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 4.0 4.0 4.0 4.5 4.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 5.5 5.0 5.0 5.0 5.5 5.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lead Lag Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 4 (4%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 85 Control Type: Actuated -Coordinated Snlits and Phases: 6: Pacific Hwv S & S 336th St 9- IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 6: Pacific Hwy S & S 336th St } --► --t ■- 1I03/30/2018 i Movement ESI_ EBT EBR WBL WBT WBR NBL KBT NBR SBL SBT SBR Lane Configurations + r ►j tip t+ r I T+ r Traffic Volume (veh/h) 155 213 149 61 388 74 346 623 34 65 381 207 Future Volume (veh/h) 155 213 149 61 388 74 346 623 34 65 381 207 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, vehlh/In 1841 1841 1841 1856 1856 1856 1841 1841 1841 1826 1826 1826 Adj Flow Rate, veh/h 172 237 0 68 431 82 384 692 0 72 423 156 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 4 3 3 3 4 4 4 5 5 5 Cap, veh/h 201 290 246 267 538 102 449 1208 539 379 1496 771 Arrive On Green 0.07 0.16 0.00 0.09 0.18 0.18 0.13 0.35 0.00 0.22 0.43 0.43 Sat Flow, veh/h 1753 1841 1560 1767 2957 558 3401 3497 1560 1739 3469 1541 Grp Volume(v), veh/h 172 237 0 68 256 257 384 692 0 72 423 156 Grp Sat Flow(s),veh/h/ln 1753 1841 1560 1767 1763 1753 1700 1749 1560 1739 1735 1541 Q Serve(g_s), s 5.6 13.7 0.0 0.0 15.3 15.5 12.2 17.8 0.0 3.7 8.7 2.2 Cycle Q Clear(g_c), s 5.6 13.7 0.0 0.0 15.3 15.5 12.2 17.8 0.0 3.7 8.7 2.2 Prop In Lane 1.00 1.00 1.00 0.32 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 201 290 246 267 321 319 449 1208 539 379 1496 771 V/C Ratio(X) 0.86 0.82 0.00 0.25 0.80 0.81 0.86 0.57 0.00 0.19 0.28 0.20 Avail Cap(c_a), veh/h 216 611 518 267 537 534 587 1208 539 379 1496 771 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.86 0.86 0.86 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.9 44.8 0.0 44.3 43.1 43.2 46.7 29.4 0.0 35.1 20.3 5.2 Incr Delay (d2), s/veh 24.6 2.2 0.0 0.2 1.5 1.6 7.7 2.0 0.0 0.1 0.5 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.9 6.3 0.0 1.7 6.7 6.7 5.5 7.5 0.0 1.6 3.5 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.5 47.0 0.0 44.4 44.6 44.8 54.4 31.4 0.0 35.2 20.7 5.8 LnGrp LOS E D A D D D D C A D C A Approach Vol, veh/h 409 581 1076 651 Approach Delay, s/veh 58.1 44.6 39.6 18.8 Approach LOS E D D B 1 2 3 4 5 6 i 8 �1-imer - P,ssigned €'hs Phs Duration (G+Y+Rc), s 29.4 43.0 14.7 22.8 19.5 52.9 12.1 25.5 Change Period (Y+Rc), s 5.5 5.0 4.5 5.5 5.0 5.5 4.5 5.5 Max Green Setting (Gmax), s 9.5 38.0 5.5 36.5 19.0 28.5 8.5 33.5 Max Q Clear Time (g_c+ll ), s 5.7 19.8 2.0 15.7 14.2 10.7 7.6 17.5 Green Ext Time (p_c), s 0.0 2.8 0.0 0.8 0.4 1.8 0.0 1.7 intersection Summary HCM 6th Ctrl Delay 38.5 ^ HCM 6th LOS D IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings 7: 20th Ave S & S 336th St o313012018 -0. -'VI<- 4-N t /0* \0. Lane Group E6L EBT EBR WBL WBT WBR NBL NBT NBR S6L SBT SBR Lane Configurations + r 1� Vi r r Traffic Volume (vph) 13 252 9 101 451 48 32 0 64 53 0 28 Future Volume (vph) 13 252 9 101 451 48 32 0 64 53 0 28 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 100 200 0 150 0 150 0 Storage Lanes 1 1 1 0 1 1 1 1 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 25 25 Link Distance (ft) 1446 884 812 768 Travel Time (s) 28.2 17.2 22.1 20.9 Confl. Peds. (#/hr) 1 1 2 2 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 1 % 1 % 1 % 6% 6% 6% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA pm+pt Perm pm+pt Perm Protected Phases 5 2 1 6 3 7 Permitted Phases 2 2 6 8 8 4 4 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 22.0 22.0 9.0 20.0 9.5 24.5 10.0 23.0 Total Split (s) 9.0 19.0 19.0 9.0 19.0 10.0 17.0 10.0 17.0 Total Split (%) 16.4% 34.5% 34.5% 16.4% 34.5% 18.2% 30.9% 18.2% 30.9% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.5 3.5 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max None None None None Intersection Summary Area Type: Other Cycle Length: 55 Actuated Cycle Length: 55 Offset: 33 (60%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Cnfik nnri Phasac• 7• gnth Ava S R S 336th St IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 7: 20th Ave S & S 336th St 03/30/2018 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I + r T I r '� r Traffic Volume (veh/h) 13 252 9 101 451 48 32 0 64 53 0 28 Future Volume (vehlh) 13 252 9 101 451 48 32 0 64 53 0 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1885 0 1885 1811 0 1811 Adj Flow Rate, veh/h 18 345 0 138 618 66 44 0 0 73 0 13 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Percent Heavy Veh, % 2 2 2 2 2 2 1 0 1 6 0 6 Cap, veh/h 542 1165 987 791 1131 121 260 0 0 239 0 0 Arrive On Green 0.01 0.42 0.00 0.08 0.68 0.68 0.07 0.00 0.00 0.06 0.00 0.00 Sat Flow, veh/h 1781 1870 1585 1781 1661 177 1795 44 1725 73 Grp Volume(v), veh/h 18 345 0 138 0 684 44 24.4 73 25.5 Grp Sat Flow(s),veh/h/In 1781 1870 1585 1781 0 1838 1795 C 1725 C Q Serve(g_s), s 0.2 6.7 0.0 1.3 0.0 10.4 1.3 2.3 Cycle Q Clear(g_c), s 0.2 6.7 0.0 1.3 0.0 10.4 1.3 2.3 Prop In Lane 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), vehlh 542 1165 987 791 0 1251 260 239 V/C Ratio(X) 0.03 0.30 0.00 0.17 0.00 0.55 0.17 0.31 Avail Cap(c_a), veh/h 665 1165 987 811 0 1251 313 290 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.82 0.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 4.0 8.0 0.0 2.9 0.0 4.5 24.3 25.2 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.0 1.7 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 2.2 0.0 0.2 0.0 2.5 0.5 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.0 8.5 0.0 3.0 0.0 6.2 24.4 25.5 LnGrp LOS A A A A A A C C Approach Vol, veh/h 363 822 Approach Delay, s/veh 8.3 5.6 Approach LOS A A Timer - Assigned Phs 1 2 3 5 6 7 Phs Duration (G+Y+Rc), s 8.4 38.2 8.4 5.2 41.4 8.4 Change Period (Y+Rc), s 4.0 4.0 4.5 4.0 4.0 5.0 Max Green Setting (Gmax), s 5.0 15.0 5.5 5.0 15.0 5.0 Max Q Clear Time (g_c+ll), s 3.3 8.7 3.3 2.2 12.4 4.3 Green Ext Time (p-c), s 0.0 0.6 0.0 0.0 0.7 0.0 Intersection Summary HCM 6th Ctrl Delay 8.1 HCM 6th LOS A Notes _ User approved pedestrian interval to be less than phase max green. IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour J LANE LEVEL OF SERVICE Lane Level of Service �. Site: 8 [2018 Existing -AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast West Intersection LOS A A A A ` • 1 V 1 1+40 r 1 T;4 Weyeyh3mer way S Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:24:50 PM Project: T %Ac Uve Projects\IRG Federal Way Campus - 5219%Planning - 5219%GreenlineXL0MAMURG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY `:t" Site: 8 j2018 Existing -AM Peak Hour IRG Federal Way - Greenline Roundabout South: Weyerhaeuser Way S Lane 1 d 555 1.6 1460 0.380 100 Lane 2 212 1.6 1103 0.192 100 Approach 766 1.6 0.380 NorthEast: Weyerhaeuser Way S Lane 1 52 0.5 575 0.090 100 Lane 2 208 0.5 962 0.216 100 Approach 260 0.5 0.216 West: S 336th St Lane 1 164 3.3 1252 0.131 100 Lane 2 327 3.3 1536 0.213 100 Approach 491 3.3 0.213 Intersection 1517 2.0 0.380 9.6 LOS A 2.4 62.0 Full 1600 0.0 0.0 2.3 LOS A 1.0 25.1 Full 1600 0.0 0.0 7.6 LOS A 2.4 62.0 13.1 LOS B 0.4 9.6 Full 1600 0.0 0.0 4.8 LOS A 1.2 29.1 Full 1600 0.0 0.0 6.5 LOS A 1.2 29.1 9.4 LOS A 0.7 18.0 Full 1600 0.0 0.0 3.8 LOS A 1.3 32.9 Full 1600 0.0 0.0 5.7 LOS A 1.3 32.9 6.8 LOS A 2.4 62.0 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akpelik M313). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 I Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sldrasolutlons.com Organisation: TENW I Processed: Thursday, March 29, 201812:24:50 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\L0S\AM\lRG Federal Way -AM Peak Hour- Weyerhaeuser Way S & S 336th St Roundabout.sip7 LANE LEVEL OF SERVICE Lane Level of Service V Site: 9 12018 Existing -AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A dye ti �e Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 I Copyright® 2000-2017 Akcellk and Associates Pty Ltd I sldrasolutlons.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:28:20 PM Project: T:Wctive Projects\IRG Federal Way Campus - 5219XPlanning - 5219\GreenlineXLOSWMURG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY 9 Site: 9 [2018 Existing -AM Peak Hour] IRG Federal Way - Greenline Roundabout South East: Weyerhaeuser Way S Lane 1 363 1.4 1245 0.292 100 3.4 LOS A 1.4 35.1 Full 1600 0.0 0.0 Lane 2d 363 1.4 1245 0.292 100 3.3 LOS A 1.4 35.1 Full 1600 0.0 0.0 Approach 727 1.4 0.292 3.3 LOS A 1.4 35.1 NorthEast: 33rd PI S Lane 1d 144 0.0 753 0.191 100 6.5 LOSA 0.7 17.1 Full 1600 0.0 0.0 Approach 144 0.0 0.191 6.5 LOS A 0.7 17.1 NorthWest: Weyerhaeuser Way S Lane 1 178 4.4 1144 0.156 100 4.1 LOS A 0.7 17.8 Full 1600 0.0 0.0 Lane 2 178 4.4 1144 0.156 10 3.4 LOS A 0.7 17.8 Full 1600 0.0 0.0 Approach 356 4.4 0.156 3.7 LOS A 0.7 17.8 Intersection 1227 2.1 0.292 3.8 LOS A 1.4 35.1 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M313). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright © 2000-2017 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:28:20 PM Project: T:Wctive ProjectsURG Federal Way Campus - 5219TIanning - 5219\Greenline%LOSWMURG Federal Way -AM Peak Hour- Weyerhaeuser Way S S 33rd PI S Roundabout.sip7 Lanes, Volumes, Timings I t 11 n 10: Weyerhaeuser Way S & SR-18 WB Ramps 1I03/30/2018 Lane Group EBL EBT EBR WBL WBT WSR NBL NST NBR S$L SBT S6R Lane Configurations 4 r tt ti� Traffic Volume (vph) 0 0 0 132 1 348 246 327 0 0 254 70 Future Volume (vph) 0 0 0 132 1 348 246 327 0 0 254 70 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 395 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 557 335 676 743 Travel Time (s) 12.7 7.6 13.2 14.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 0% 0% 2% 2% 2% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 36.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1 % 35.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summa Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset:15 (16%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Splits and Phases: 1u: vveyernaeuser vvay 5 & bK--iu vvb Kamps IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 10: Weyerhaeuser Way S & SR-18 WB Ramps -0. 4 4\ t 1I03/30/2018 i 4/ Movement EBL EB T EBR WBL WST WBR NBL NBT NBR SBL SBT SBR Lane Configurations *` r Vi tA, tT Traffic Volume (veh/h) 0 0 0 132 1 348 246 327 0 0 254 70 Future Volume (veh/h) 0 0 0 132 1 348 246 327 0 0 254 70 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/hAn 1870 1870 1870 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 147 1 387 273 363 0 0 282 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 3 3 0 0 3 3 Cap, vehlh 487 3 436 305 2185 0 0 1391 Arrive On Green 0.28 0.28 0.28 0.34 1.00 0.00 0.00 0.39 0.00 Sat Flow, veh/h 1770 12 1585 1767 3618 0 0 3711 0 Grp Volume(v), veh/h 148 0 387 273 363 0 0 282 0 Grp Sat Flow(s),veh/h/In 1782 0 1585 1767 1763 0 0 1763 0 Q Serve(g_s), s 6.2 0.0 22.2 13.9 0.0 0.0 0.0 5.0 0.0 Cycle Q Clear(g_c), s 6.2 0.0 22.2 13.9 0.0 0.0 0.0 5.0 0.0 Prop In Lane 0.99 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 490 0 436 305 2185 0 0 1391 V/C Ratio(X) 0.30 0.00 0.89 0.90 0.17 0.00 0.00 0.20 Avail Cap(c_a), veh/h 581 0 517 372 2185 0 0 1391 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.91 0.91 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 27.2 0.0 33.0 30.3 0.0 0.0 0.0 18.9 0.0 Incr Delay (d2), slveh 0.5 0.0 16.1 20.4 0.1 0.0 0.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.7 0.0 10.3 6.3 0.0 0.0 0.0 2.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.7 0.0 49.1 50.7 0.1 = 0.0 0.0 19.2 0.0 LflGrp LOS C A ❑ D A A A B Approach Vol, veh/h 535 636 282 A Approach Delay, s/veh 43.2 21.9 19.2 Approach LOS D C B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 63.9 21.4 42.5 31.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 20.0 29.0 31.0 Max Q Clear Time (g_c+ll ), s 2.0 15.9 7.0 24.2 Green Ext Time (p-c), s 3.7 0.5 2.3 1.9 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 EB Rams -'V 4---I * 103/30/2018 4/ --p. Lane Group EBL EBT EBR WBL WBT WBR NBL NST NBR SBL SBT SBR Lane Configurations *' F tt t Traffic Volume (vph) 77 5 223 0 0 0 0 489 301 160 225 0 Future Volume (vph) 77 5 223 0 0 0 0 489 301 160 225 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 2% 2% 2% 3% 3% 3% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 i Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5-0 7.0 Minimum Split (s) 35.0 35:0 35.0 22,0 10.0 26.0pm Total Split (s) 45.0 45.0 45.0 40.0 10-0 50.0 Total Split (%) 4 7 -4 % 4:7.4% 47.4% 42.1 % 10.5% 52.6% ■ Yellow Time (s) 4-0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5-0 5-0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (00/6), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 � � 4e � 4\ i Movement EBL EBT ESR 4K WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r ++ I t Traffic Volume (veh/h) 77 5 223 0 0 0 0 489 301 160 225 0 Future Volume (vehlh) 77 5 223 0 0 0 0 489 301 160 225 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1870 1870 1870 0 1870 1870 1856 1856 0 Adj Flow Rate, veh/h 86 6 248 0 543 334 178 250 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 0 2 2 3 3 0 Cap, veh/h 322 22 306 0 1261 775 456 1302 0 Arrive On Green 0.19 0.19 0.19 0.00 0.60 0.60 0.11 1.00 0.00 Sat Flow, vehlh 1670 117 1585 0 2208 1299 1767 1856 0 Grp Volume(v), veh/h 92 0 248 0 456 421 178 250 0 Grp Sat Flow(s),veh/h/In 1787 0 1585 0 1777 1637 1767 1856 0 Q Serve(g_s), s 4.2 0.0 14.2 0.0 13.2 13.3 3.7 0.0 0.0 Cycle Q Clear(g_c), s 4.2 0.0 14.2 0.0 13.2 13.3 3.7 0.0 0.0 Prop In Lane 0.93 1.00 0.00 0.79 1.00 0.00 Lane Grp Cap(c), veh/h 345 0 306 0 1060 976 456 1302 0 V/C Ratio(X) 0.27 0.00 0.81 0.00 0.43 0.43 0.39 0.19 0.00 Avail Cap(c a), veh/h 752 0 667 0 1060 976 456 1302 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.98 0.98 0.00 Uniform Delay (d), s/veh 32.6 0.0 36.7 0.0 10.4 10.4 7.0 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 7.2 0.0 1.3 1.4 0.6 0.3 0.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.8 0.0 6.0 0.0 5.0 4.7 I'll 0.1 0.0 Unsig. Movement Delay, s/veh ,LnGrp Delay(d),s/veh 33.2 0.0 43.9 0.0 11.7 11.8 7.7 0.3 0.0 LnGrp LOS C A D A B B A A A Approach V01, veh/h 340 877 428 Approach Delay, s/veh 41.0 11.7 3.4 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 23.3 71.7 10.0 61.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 45.0 5.0 35.0 Max Q Clear Time (g_c+ll ), s 16.2 2.0 5.7 15.3 Green Ext Time (p_c), s 2.1 2.2 0.0 7.7 Intersection Summ� HMi 6th Ctrl Delay 15.6 HCM 6th LOS B IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lanes, Volumes, Timings j 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 ---* -,;� t I # Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations I r I + + r Traffic Volume (vph) 2 10 2 167 136 1 Future Volume (vph) 2 10 2 167 136 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 200 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 35 Link Distance (ft) 755 456 560 Travel Time (s) 20.6 12.4 10.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour HCM 6th TWSC 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 Intersection - - Int Delay, s/veh 0.4 ant EBL EBR NBL NET SBT SBR Lane Configurations I r t t r Traffic Vol, veh/h 2 10 2 167 136 1 Future Vol, veh/h 2 10 2 167 136 1 ;Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 200 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 2 11 2 182 148. 1 MN or/Minor Minor2 Majorl Maj Conflicting Flow All 334 148 — 149 0 - 0 Stage 1 148 - - - - i Stage 2 186 - - - Critical Hdwy 6.4 6.2 4.1 - Critical Hdwy Stg 1 5.4 - - - Critical Hdwy Stg 2 5.4 - - - Follow-up Hdwy 3.5 3.3 2.2 - - Pot Cap-1 Maneuver 665 904 1445 Stage 1 884 - - - - - Stage 2 851 - Platoon blocked, % - - - Mov Cap-1 Maneuver 664 904 1445 - - Mov Cap-2 Maneuver 698 - - Stage 1 883 - - Stage 2 851 - - - - m HCM Control Delay, s 9.2 0.1 0 HCM LOS A Minor Lane/Maior Mvisit Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh NEL N8T EBL n i EBLn2 : BT 1445 - 698 904 - - 0.002 - 0A03 0.012 - - 7.5 - 10.2 9 - - A - B A - - 0 - 0 0-- IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour l J J LANE LEVEL OF SERVICE Lane Level of Service V Site:_2 [2018 Existing - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast ] West I Intersection LOS A A I A A I N cn- - - - - - 1 V 1410 5 � r I � 1 s l I I 1 I I I r Weyerhaeuser Way S Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 1 Copyright© 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutlons.com Organisation: TENW I Processed: Friday, March 30, 2018 10:19:27 AM Project: T Wcdve Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY V Site: 2 [2018 Existing_- SAT PM Peak Hour IRG Federal Way - Greenline Roundabout South: Weyerhaeuser Way S Lane 1d 298 1.3 1491 0.200 100 9.3 LOSA 1.1 27.1 Full 1600 0.0 0.0 Lane 2 56 1.3 1008 0.055 100 2.2 LOS A 0.2 6.3 Full 1600 0.0 0.0 Approach 353 1.3 0.200 8.2 LOS A 1.1 27.1 NorthEast: Weyerhaeuser Way S Lane 1 57 0.0 959 0.059 100 10.2 LOS B 0.2 5.9 Full 1600 0.0 0.0 Lane 2 109 0.0 1169 0.093 100 3.4 LOS A 0.4 10.0 Full 1600 0.0 0.0 Approach 166 0.0 0.093 5.7 LOS A 0.4 10.0 West: S 336th St Lane 1 143 0.3 1349 0.106 100 9.1 LOS A 0.5 13.5 Full 1600 0.0 0.0 Lane 2 222 0.3 1588 0.140 100 3.8 LOS A 0.8 18.8 Full 1600 0.0 0.0 Approach 366 0.3 0.140 5.9 LOS A 0.8 18.8 Intersection 884 0.6 0.200 6.8 LOS A 1.1 27.1 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M31)). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 I Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Friday, March 30, 2018 10:19:27 AM Project: T:Active Projects\IRG Federal Way Campus- 5219\Planning - 52191Greenline\LOS\PM SATYRG Federal Way -SAT PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 1 1 l 1 l 1 1 'I 7 .I J LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2018 Eristin -SAT PM Peak Hour IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A I N �$A:� so 5 r go so 4 f r � f 1 1 � S 1 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 I Copyright © 2000-2017 Akcelik and Associates Pty Ltd I sldrasolutions.com Organisation: TENW I Processed: Friday. March 30, 2018 4:59:59 PM Project: T:Wctive Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY `: Site: 3 12018 Existing - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout southeast Weyerhaeuser Way S Lane 1 204 1.1 1245 0.164 100 3.4 LOS A 0.7 16.8 Full 1600 0.0 0.0 Lane 2d 204 1.1 1245 0.164 100 3.4 LOS A 0.7 16.8 Full 1600 0.0 0.0 Approach 409 1.1 0.164 3.4 LOS A 0.7 16.8 NorthEast: 33rd PI S Lane 1d 76 0.0 885 0.086 100 5.3 LOSA 0.3 7.4 Full 1600 0.0 0.0 Approach 76 0.0 0.086 5.3 LOS A 0.3 7.4 NorthWest: Weyerhaeuser Way S Lane 1 139 0.4 1231 0.113 100 4.4 LOS A 0.5 11.6 Full 1600 0.0 0.0 Lane 2 ' '139 0.4 1231 0.113 100 3.2 LOS A 0.5 11.6 Full 1600 0.0 0.0 Approach 277 0.4 0.113 3.8 LOS A 0.5 11.6 Intersection 762 0.7 0.164 3.7 LOS A 0.7 16.8 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M31)). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright 0 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutlons.com Organisation: TENW I Processed: Friday, March 30, 2018 4:59:59 PM Project: T:Wctive ProjectsllRG Federal Way Campus - 52191Planning - 521 MGreenlineXLOSIPM SATURG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & 33rd PI S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Rams --* 'r *-- 4\ t 1I03/30/2018 i Lane Group EBL EBT EBR WBL WBT WSR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r ++ +T Traffic Volume (vph) 0 0 0 112 8 215 160 148 0 0 203 72 Future Volume (vph) 0 0 0 112 8 215 160 148 0 0 203 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 395 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 557 335 676 743 Travel Time (s) 12.7 7.6 13.2 14.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles(%) 0% 0% 0% 1% 1% 1% 1% 1% 1% 1% 1% 1% Shared Lane Traffic (%)� Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 45.0 45.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 36.0% 36.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None None None None Min Min Intersection Summer Area Type: Other Cycle Length: 125 Actuated Cycle Length: 48.2 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Splits and Phases: 4: Weyerhaeuser Way S & SR-18 WB Ramps t02 ■-- 4\ 05 06 �$ IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 1I03/30/2018 --I. 4-- t i 4/ Movement EBL EBT ESR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r tt +T* Traffic Volume (veh/h) 0 0 0 112 8 215 160 148 0 0 203 72 Future Volume (veh/h) 0 0 0 112 8 215 160 148 0 0 203 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1885 1885 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 120 9 231 172 159 0 0 218 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 1 1 1 1 0 0 1 1 Cap, veh/h 410 31 391 249 1702 0 0 703 Arrive On Green 0.24 0.24 0.24 0.14 0.48 0.00 0.00 0.20 0.00 Sat Flow, veh/h 1676 126 1598 1795 3676 0 0 3770 0 Grp Volume(v), veh/h 129 0 231 172 159 0 0 218 0 Grp Sat Flow(s),vehlh/In 1801 0 1598 1795 1791 0 0 1791 0 Q Serve(g_s), s 2.1 0.0 4.6 3.3 0.9 0.0 0.0 1.9 0.0 Cycle Q Clear(g_c), s 2.1 0.0 4.6 3.3 0.9 0.0 0.0 1.9 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 440 0 391 249 1702 0 0 703 V/C Ratio(X) 0.29 0.00 0.59 0.69 0.09 0.00 0.00 0.31 Avail Cap(c_a), veh/h 1768 0 1568 1762 4017 0 0 4017 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 11.0 0.0 11.9 14.6 5.1 0.0 0.0 12.3 0.0 Incr Delay (d2), s/veh 0.5 0.0 2.0 4.8 0.0 0.0 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 0.0 1.5 1.4 0.2 0.0 0.0 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.5 0.0 13.9 19.4 5.2 0.0 0.0 12.6 0.0 LnGrp LOS B A B B A A A B Approach Vol, veh/h 360 _ 331 218 A Approach Delay, s/veh 13.1 12.6 12.6 Approach LOS B B B Amer -Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 21.9 9.9 12.0 13.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 35.0 40.0 35.0 Max Q Clear Time (g_c+I1), s 2.9 5.3 3.9 6.6 Green Ext Time (p_c), s 1.4 0.8 2.0 2.4 Intersection ''umn»ry - hICM 6th Ctd Delay 12.8 HCM 6th LOS B Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 EB Ramps --P� -'V t 1I03/30/2018 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r ++ I + Traffic Volume (vph) 91 1 208 0 0 0 0 217 101 126 181 0 Future Volume (vph) 91 1 208 0 0 0 0 217 101 126 181 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 1 % 1 % 1 % 0% 0% 0% 1 % 1 % 1 % 1 % 1 % 1 % Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum In (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 12.0 26.0 Total Split (s) 50.0 50.0 50.0 45.0 25.0 45.0 Total Split (%) 41.1% 41. % 413% 37.5% 20.8% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1:0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None Min None Min Intersection Summa Area Type: Other Cycle Length:120 Actuated Cycle Length: 41.6 Natural Cycle: 70 Control Type: Actuated -Uncoordinated IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 Movement EBL EST EBR WBL WBT WBR NBL. NBT NBR SBL SBT 5BR Lane Configurations *' r ++ I t Traffic Volume (veh/h) 91 1 208 0 0 0 0 217 101 126 181 0 Future Volume (vehlh) 91 1 208 0 0 0 0 217 101 126 181 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1885 1885 1885 0 1885 1885 1885 1885 0 Adj Flow Rate, veh/h 98 1 224 0 233 109 135 195 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 1 1 0 1 1 1 1 0 Cap, veh/h 417 4 374 0 553 250 546 903 0 Arrive On Green 0.23 0.23 0.23 0.00 0.23 0.23 0.10 0.48 0.00 Sat Flow, veh/h 1778 18 1598 0 2491 1085 1795 1885 0 Grp Volume(v), vehlh 99 0 224 0 172 170 135 195 0 Grp Sat Flow(s),veh/hlln 1796 0 1598 0 1791 1690 1795 1885 0 Q Serve(g_s), s 1.6 0.0 4.4 0.0 2.9 3.0 1.7 2.1 0.0 Cycle Q Clear(g_c), s 1.6 0.0 4.4 0.0 2.9 3.0 1.7 2.1 0.0 Prop In Lane 0.99 1.00 0.00 0.64 1.00 0.00 Lane Grp Cap(c), veh/h 421 0 374 0 414 390 546 903 0 V/C Ratio(X) 0.24 0.00 0.60 0.00 0.42 0.44 0.25 0.22 0.00 Avail Cap(c_a), veh/h 2318 0 2061 0 2054 1938 1388 2162 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 10.8 0.0 11.9 0.0 11.4 11.5 7.4 5.3 0.0 Incr Delay (d2), s/veh 0.4 0.0 2.2 0.0 1.0 1.1 0.3 0.2 0.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.5 0.0 1 A 0.0 0.9 0.9 0.4 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.2 0.0 14.1 0.0 12.4 12.6 7.6 5.4 0.0 LnGrp LOS B A B A B B A A A Approach Vol, veh/h 323 342 330 Approach Delay, s/veh 13.2 12.5 6.3 Approach LOS B B A `timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 13.2 21.7 8.6 13.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 40.0 20.0 40.0 Max Q Clear Time (g_c+ll ), s 6.4 4.1 3.7 5.0 Green Ext Time (p-c), s 2.2 1.6 0.4 3.1 �nlersecUon Surrimnr HCM 6th Ctrl Delay 10.7 HCM 6th LOS B IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Transportation Impact Study Greenline Business Park — Federal Way, WA 2020 Without Project Lanes, Volumes, Timings 1: 1-5 SB Ramps & S 320th St 1I03/30/2018 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r Vi tt *T Frr Traffic Volume (vph) 0 1083 428 244 780 0 0 0 0 270 8 495 Future Volume (vph) 0 1083 428 244 780 0 0 0 0 270 8 495 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 150 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1087 1090 747 744 Travel Time (s) 21.2 21.2 14.6 14.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 0% 0% 0% 2% 2% 2% Shared Lane Traffic (%) 49% Turn Type NA Perm pm+pt NA Prot NA Prot Protected Phases 2 1 6 7 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 7 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 15.0 15.0 10.0 49.0 10.0 40.0 40.0 Total Split (s) 45.0 45.0 30.0 75.0 35.0 35.0 35.0 Total Split (%) 40.9% 40.9% 27.3% 68.2% 31.8% 31.8% 31.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Min C-Min None C-Min None None None Interseclion Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length:110 Offset: 33 (30%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Cr lrt� -el Dhncoe• 1 • I_F CR Ramnc R. q 3gnth ..'t i71 -002 04 303 45s 35s 06 (R) 7 -I I 35 s IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 1: 1-5 SIB Ramps & S 320th St 03/30/2018 # Movement EL EBT EBB WK ';VET VVBR Nee- NST PkBR SBL SBT SBR Lane Configurations ++ r Vi +} I *T M Traffic Volume (veh/h) 0 1083 428 244 780 0 0 0 0 270 8 495 Future Volume (veh/h) 0 1083 428 244 780 0 0 0 0 270 8 495 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 0 1870 1870 1870 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 0 1165 460 262 839 0 296 0 532 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 2 2 2 2 0 2 2 2 Cap, veh/h 0 2288 1020 330 2686 0 546 0 729 Arrive On Green 0.00 0.64 0.64 0.02 0.25 0.00 0.15 0.00 0.15 Sat Flow, veh/h 0 3647 1585 1781 3647 0 3563 0 4755 Grp Volume(v), veh/h 0 1165 460 262 839 0 296 0 532 Grp Sat Flow(s),veh/hAn 0 1777 1585 1781 1777 0 1781 0 1585 Q Serve(g_s), s 0.0 19.1 16.0 4.8 21.1 0.0 8.4 0.0 11.7 Cycle Q Clear(g_c), s 0.0 19.1 16.0 4.8 21.1 0.0 8.4 0.0 11.7 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2288 1020 330 2686 0 546 0 729 V/C Ratio(X) 0.00 0.51 0.45 0.79 0.31 0.00 0.54 0.00 0.73 Avail Cap(c_a), veh/h 0 2288 1020 616 2686 0 972 0 1297 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.80 0.80 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 10.4 9.8 15.8 18.0 0.0 43.0 0.0 44.4 Incr Delay (d2), s/veh 0.0 0.8 1.4 2.6 0.2 0.0 0.8 0.0 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 %ile BackOfQ(50%),veh/In 0.0 7.0 5.4 4.9 10.1 0.0 3.7 0.0 4.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 11.2 11.3 18.4 18.3 0.0 43.8 0.0 45.8 LnGrp LOS A 8 B B B A D A D Approach Vol, veh/h 1625 1101 828 _ Approach Delay, s/veh 11.2 18.3 45.1 Approach LOS B B D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+ Rc), s 12.3 75.8 21.9 88.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+I1), s 6.8 21.1 13.7 23.1 Green Ext Time (p_c), s 0.5 11.5 3.1 8.5 Intersection Summary HCM 6th Ciri Delay 21.3 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 2: 1-5 NB Ramps & S 320th St 03/30/2018 Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt +T + Traffic Volume (vph) 0 911 0 0 678 350 337 3 357 0 0 0 Future Volume (vph) 0 911 0 0 678 350 337 3 357 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 - - - - 35 35 35 Link Distance (ft) 1090 720 781 805 Travel Time (s) 21.2 �"�� 14.0 15.2 15.7 Confl. Peds. (#/hr) 5 1 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 2% 2% 2% 0% 0% 0% Shared Lane Traffic (%) 10% Turn Type NA NA Split NA Protected Phases 2 �, 6 8 8 Permitted Phases Detector Phase 2 6 8 8 Switch Phase Minimum Initial (s) 10.0 ' 10.0 7.0 7.0 Minimum Split (s) 15.0 20.0 33.0 33.0 Total Split (s) 74.0 74.0 36.0 36.0 Total Split (%) 67.3% 67.3% 32.7% 32.7% Yellow Time (s) 4.0 4.0 4,0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 010 0.0 0.0 Total Lost Time (s) &0 5.0 &0 5.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length:110 Offset: 62 (56°I%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: 1-5 NB Ramps & S 320th St ­0Oz 4- 06 a IF, IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 2: 1-5 N13 Ramps & S 320th St 03/30/2018 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SSL SBT SBR Lane Configurations tt +T* 41� Traffic Volume (vehlh) 0 911 0 0 678 350 337 3 357 0 0 0 Future Volume (veh/h) 0 911 0 0 678 350 337 3 357 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 11.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 0 1870 0 0 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 0 990 0 0 737 0 366 3 388 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 2 0 0 3 3 2 2 2 Cap, veh/h 0 2276 0 0 2258 479 3 422 Arrive On Green 0.00 0.21 0.00 0.00 0.64 0.00 0.27 0.27 0.27 Sat Flow, vehlh 0 3741 0 0 3711 0 1781 12 1571 Grp Volume(v), veh/h 0 990 0 0 737 0 366 0 391 Grp Sat Flow(s),veh/h/In 0 1777 0 0 1763 0 1781 0 1583 Q Serve(g_s), s 0.0 26.6 0.0 0.0 10.5 0.0 20.8 0.0 26.4 Cycle Q Clear(g_c), s 0.0 26.6 0.0 0.0 10.5 0.0 20.8 0.0 26.4 Prop In Lane 0.00 0.00 0.00 0.00 1.00 0.99 Lane Grp Cap(c), veh/h 0 2276 0 0 2258 479 0 425 V/C Ratio(X) 0.00 0.44 0.00 0.00 0.33 0.76 0.00 0.92 Avail Cap(c_a), veh/h 0 2276 0 0 2258 502 0 446 HCM Platoon Ratio 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.65 0.00 0.00 0.95 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 26.1 0.0 0.0 9.0 0.0 37.0 0.0 39.1 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.4 0.0 6.9 0.0 23.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 12.7 0.0 0.0 3.8 0.0 9.8 0.0 12.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 26.5 0.0 0.0 9.4 0.0 43.9 0.0 62.8 LnGrp LOS A C A A A D A E Approach Vol, veh/h 990 737 A 757 Approach Delay, s/veh 26.5 9.4 53.7 Approach LOS C A D Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 75.4 75.4 34.6 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 69.0 69.0 31.0 Max Q Clear Time (g_c+ll ), s 28.6 12.5 28.4 Green Ext Time (p-c), s 10.4 7.3 1.2 Intersection Summary HCM 61h Ctrl Delay 29.7 HCM 6th LOS C User approved volume balancing among the lanes for turning movement. Unsignalized Delay for "BR] is excluded from calculations of the approach delay and intersection delay. IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 3: 32nd Ave S & S 320th St * 103130/2018 -AI Lane Group EBL EBT EBR WBL WBT WBR NBL NST NBR 56L SST SBR Lane Configurations I tt r Vi +10 T *T+ Traffic Volume (vph) 3 816 443 96 993 0 32 0 17 0 0 0 Future Volume (vph) 3 816 443 96 993 0 32 0 17 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 450 250 0 250 0 0 0 Storage Lanes 1 1 1 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 25 25 Link Distance (ft) 720 883 679 275 Travel Time (s) 14.0 17.2 18.5 7.5 Confl. Peds. (#/hr) 2 3 3 2 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 5% 5% 5% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 X0 a.0 9.0 Total Split (s) 39.0 16.0 16.0 35.0 39.0 20.0 75.0 75-0 75.0 Total Split (%) 22.5% 9.2% 9-2% 20.2% 22.5% 11.6% 43.4% 43.4% 43.4% Yellow Time (s) 3.0 3.0 3.0 4.0 3.0 4.0 4.0 3.0 3.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 5.0. 4.0 5.0 5.0 4-0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Interseclion Summary Area Type: Other Cycle Length:173 Actuated Cycle Length: 47.3 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Crnlita and Phacac• R- 32nrt AvP S A S 320th St IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 3: 32nd Ave S & S 320th St 03/30/2018 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations fi+ r +A1+ 1� *T* Traffic Volume (veh/h) 3 816 443 96 993 0 32 0 17 0 0 0 Future Volume (veh/h) 3 816 443 96 993 0 32 0 17 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1856 1856 1856 1826 1826 1826 1900 1900 1900 Adj Flow Rate, veh/h 3 868 435 102 1056 0 34 0 18 0 0 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 3 3 3 5 5 5 0 0 0 Cap, veh/h 421 1743 775 475 2109 0 69 0 95 0 5 0 Arrive On Green 0.00 0.49 0.49 0.09 0.60 0.00 0.04 0.00 0.06 0.00 0.00 0.00 Sat Flow, veh/h 1781 3554 1580 1767 3618 0 1739 0 1544 0 -78668 0 Grp Volume(v), veh/h 3 868 435 102 1056 0 34 0 18 0 0 0 Grp Sat Flow(s),veh/h/In 1781 1777 1580 1767 1763 0 1739 0 1544 0 1900 0 Q Serve(g_s), s 0.0 6.4 7.5 0.9 6.6 0.0 0.7 0.0 0.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 6.4 7.5 0.9 6.6 0.0 0.7 0.0 0.4 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 421 1743 775 475 2109 0 69 0 95 0 5 0 V/C Ratio(X) 0.01 0.50 0.56 0.21 0.50 0.00 0.49 0.00 0.19 0.00 0.00 0.00 Avail Cap(c_a), veh/h 2025 1743 775 1693 3189 0 674 0 2793 0 3486 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 5.0 6.6 6.9 4.1 4.5 0.0 18.2 0.0 17.2 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.6 0.1 0.4 0.0 2.0 0.0 0.7 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 1.4 1.8 0.1 1.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 5.0 6.7 7.5 4.2 4.9 0.0 20.2 0.0 17.9 0.0 0.0 0.0 LnGrp LOS A A A A A A C A B A A A Approach Vol, veh/h 1306 1158 52 0 Approach Delay, s/veh 7.0 4.8 19.4 0.0 Approach LOS A A B rimer- Assigned Phs 1 2 4 5 6 7 8 Phs Duration (G+Y+Rc), s 4.2 27.1 7.4 8.3 23.0 6.5 0.9 Change Period (Y+Rc), s 4.0 4.0 5.0 5.0 4.0 5.0 * 5 Max Green Setting (Gmax), s 35.0 35.0 70.0 30.0 12.0 15.0 * 71 Max Q Clear Time (g_c+ll ), s 2.0 8.6 2.4 2.9 9.5 2.7 0.0 Green Ext Time (p-c), s 0.0 14.4 0.1 0.1 0.9 0.0 0.0 InterseffiffSummary: HCM 6th Ctrl Delay 6.2 HCM 6th LOS A Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 320th St 03/30/2018 --I. { *- Lane Group EB T EBR W6L WBT NBL NBR Lane Configurations ++ r ++ )y r Traffic Volume (vph) 693 145 323 1017 78 148 Future Volume (vph) 693 145 323 1017 78 148 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 200 300 300 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 35 35 35 Link Distance (ft) 883 728 1121 Travel Time (s) 17.2 14.2 21.8 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 3% 3% 3% 3% 2% 2% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prat Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 6.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 63.0 63.0 15.0 78.0 32.6 32.0 Total Split (%) 57.3% 57.3% 13.6% 70.9% 29.1% 29.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None intersection Summary Area Type: Other Cycle Length:110 Actuated Cycle Length: 110 Offset: 105 (95%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Cnli+e and Phocac• d• Wavorhaai mor Wav S 9 S'190th St f,. ri. IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & S 320th St 03/30/2018 --. j,0' '*-- 4\ 1' Lane Configurations tt 1 tt ► y r Traffic Volume (veh/h) 693 145 323 1017 78 148 Future Volume (veh/h) 693 145 323 1017 78 148 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1870 1870 Adj Flow Rate, veh/h 779 64 363 1143 88 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 2 2 Cap, veh/h 1859 829 828 3056 151 67 Arrive On Green 0.53 0.53 0.29 0.87 0.04 0.00 Sat Flow, veh/h 3618 1572 1767 3618 3563 1585 Grp Volume(v), vehlh 779 64 363 1143 88 0 Grp Sat Flow(s),vehlhlln 1763 1572 1767 1763 1781 1585 Q Serve(g_s), s 14.7 2.2 0.0 7.0 2.7 0.0 Cycle Q Clear(g_c), s 14.7 2.2 0.0 7.0 2.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), vehlh 1859 829 828 3056 151 67 V/C Ratio(X) 0.42 0.08 0.44 0.37 0.58 0.00 Avail Cap(c_a), veh/h 1859 829 828 3056 874 389 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.93 0.93 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.8 12.8 13.6 1.4 51.7 0.0 Incr Delay (d2), s/veh 0.6 0.2 0.1 0.4 1.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.8 0.8 5.8 1.0 1.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.4 13.0 13.7 1.8 53.0 0.0 LnGrp LOS B B B A D A Approach Vol, veh/h 843 1506 88 Approach Delay, s/veh 16.2 4.7 53.0 Approach LOS B A D i�r-Assigned Phs I � 4 6 Phs Duration (G+Y+Rc), s 37.3 63.0 9.7 100.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 58.0 27.0 73.0 Max Q Clear Time (g_c+I1), s 2.0 16.7 4.7 9.0 Green Ext Time (p-c), s 0.2 5.1 0.1 8.7 ifsterse�tirn :�i i HCM 6th Ctrl Delay 10A HCM 6th LOS B Motes User approved volume balancing among the lanes for turning movement. IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 --v .4\ t i Lane Group EBL EBR NE3L NBT S13T 5SR — Lane Configurations I r '� + f r Traffic Volume (vph) 0 15 93 198 375 63 Future Volume (vph) 0 15 93 198 375 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 200 75 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 35 Link Distance (ft) 755 456 1121 Travel Time (s) 20.6 12.4 21.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles (%) 0% 0% 2% 2% 2% 2% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th TWSC 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 Intersection Int Delay, s/veh 1.4 Mnvetr�e# EBL EBR N5L idBT SST SBR Lane Configurations r t t r Traffic Vol, vehlh 0 15 93 198 375 63 Future Vol, veh/h 0 15 93 198 375 63 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 200 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 0 19 119 254 481 81 Major/Minor Mi=2 M9100 ldajor'' Conflicting Flow All 973 481 562 0 0 Stage 1 481 - - - - Stage 2 492 - Critical Hdwy 6.4 6.2 4.12 Critical Hdwy Stg 1 5.4 - Critical Hdwy Stg 2 5.4 - - - Follow-up Hdwy 3.5 3.3 2.218 Pot Cap-1 Maneuver 282 589 1009 Stage 1 626 - - Stage 2 619 - - Platoon blocked, % Mov Cap-1 Maneuver 249 589 1009 Mov Cap-2 Maneuver 353 - - Stage 1 552 - - Stage 2 619 - - EE NB SB HCM Control Delay, s 11.3 2.3 HCM LOS B Minor Lane/Maior Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1009 589 - HCM Lane V/C Ratio 0.118 - 0.033 HCM Control Delay (s) 9 0 11.3 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.4 - 0.1 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 6: Pacific H S & S 336th St �-- � * I 103/30/2018 i � Lane Group EBI_ EBT EBR WBL WBT WSR NBL NBT NBR SBL SBT SBR Lane Configurations I t r tT+ tt r tt r Traffic Volume (vph) 161 255 155 64 412 87 359 655 35 68 398 215 Future Volume (vph) 161 255 155 64 412 87 359 655 35 68 398 215 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 550 0 150 200 300 100 450 175 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 40 40 Link Distance (ft) 741 1446 782 784 Travel Time (s) 14.4 28.2 13.3 13.4 Confl. Peds. (#/hr) 2 1 1 2 2 6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 4% 4% 4% 5% 5% 5% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA pm+ov Protected Phases 7 4 3 8 5 2 1 6 7 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 7 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 36.5 36.5 9.5 37.5 10.0 27.0 27.0 10.5 26.5 9.5 Total Split (s) 13.0 42.0 42.0 10.0 39.0 24.0 43.0 43.0 15.0 34.0 13.0 Total Split (%) 11.8% 38.2% 38.2% 9.1 % 35.5% 21.8% 39.1 % 39.1 % 13.6% 30.9% 11.8% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 4.0 4.0 4.0 4.5 4.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 5.5 5.0 5.0 5.0 5.5 5.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lead Lag Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max None Intersection Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 4 (4%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 85 Control Type: Actuated -Coordinated qr 14.z ind Phases• R• Pnrifir Hwv S R S 336th St Wi�M! LF _�- IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 6: Pacific Hwy S & S 336th St 1I03/30/2018 Movement EBL EBT EBR WBL WBT W NBL NBT NBR SBL SBT SBR Lane Configurations + r Vi +T+ 11 tt r I tt r Traffic Volume (veh/h) 161 255 155 64 412 87 359 655 35 68 398 215 Future Volume (veh/h) 161 255 155 64 412 87 359 655 35 68 398 215 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 11.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1841 1841 1841 1856 1856 1856 1841 1841 1841 1826 1826 1826 Adj Flow Rate, veh/h 179 283 0 71 458 97 399 728 0 76 442 171 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 4 3 3 3 4 4 4 5 5 5 Cap, veh/h 208 334 283 236 556 117 463 1208 539 365 1455 748 Arrive On Green 0.07 0.18 0.00 0.10 0.26 0.26 0.14 0.35 0.00 0.21 0.42 0.42 Sat Flow, veh/h 1753 1841 1560 1767 2897 609 3401 3497 1560 1739 3469 1541 Grp Volume(v), veh/h 179 283 0 71 277 278 399 728 0 76 442 171 Grp Sat Flow(s),vehlh/In 1753 1841 1560 1767 1763 1744 1700 1749 1560 1739 1735 1541 Q Serve(g_s), s 5.3 16.4 0.0 0.0 16.3 16.5 12.6 18.9 0.0 4.0 9.3 2.5 Cycle Q Clear(g_c), s 5.3 16.4 0.0 0.0 16.3 16.5 12.6 18.9 0.0 4.0 9.3 2.5 Prop In Lane 1.00 1.00 1.00 0.35 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 208 334 283 236 338 335 463 1208 539 365 1455 748 V/C Ratio(X) 0.86 0.85 0.00 0.30 0.82 0.83 0.86 0.60 0.00 0.21 0.30 0.23 Avail Cap(c_a), veh/h 227 611 518 236 537 531 587 1208 539 365 1455 748 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.79 0.79 0.79 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.8 43.5 0.0 44.7 39.2 39.3 46.5 29.8 0.0 35.9 21.3 5.7 Incr Delay (d2), s/veh 23.9 2.3 0.0 0.2 2.1 2.4 8.7 2.2 0.0 0.1 0.5 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.1 7.5 0.0 1.7 6.7 6.8 5.8 8.0 0.0 1.7 3.7 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.7 45.8 0.0 44.9 41.2 41.7 55.2 32.0 0.0 36.0 21.8 6.4 LnGrp LOS E D A D D D E C A D C A Approach Vol, veh/h 462 626 1127 689 Approach Delay, s/veh 56.2 41.9 40.2 19.5 Approach LOS E D D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 28.6 43.0 12.9 25.5 20.0 51.6 11.8 26.6 Change Period (Y+Rc), s 5.5 5.0 4.5 5.5 5.0 5.5 4.5 5.5 Max Green Setting (Gmax), s 9.5 38.0 5.5 36.5 19.0 28.5 8.5 33.5 Max Q Clear Time (g_c+ll ), s 6.0 20.9 2.0 18.4 14.6 11.3 7.3 18.5 Green Ext Time (p-c), s 0.0 2.9 0.0 0.9 0.4 1.9 0.0 1.9 irlfers_ection 5i�mmary HCM 6th Ctrl Delay 38.2 HCM 6th LOS D IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 7: 20th Ave S & S 336th St 03/30/2018 Lane G"17 EBL EBT EBR WBL WBT WBR NBL NST NBR SBL SBT SBR Lane Configurations I T r Vi T Vi r r Traffic Volume (vph) 14 295 10 105 488 50 33 0 67 55 0 29 Future Volume (vph) 14 295 10 105 488 50 33 0 67 55 0 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 100 200 0 150 0 150 0 Storage Lanes 1 1 1 0 1 1 1 1 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 25 25 Link Distance (ft) 1446 884 812 768 Travel Time (s) 28.2 17.2 22.1 20.9 Confl. Peds. (#/hr) 1 1 2 2 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 1 % 1 % 1 % 6% 6% 6% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA pm+pt Perm pm+pt Perm Protected Phases 5 2 1 6 3 7 Permitted Phases 2 2 6 8 8 4 4 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 22.0 22.0 9.0 20.0 9.5 24.5 10.0 23.0 Total Split (s) 9.0 19.0 19.0 9.0 19.0 10.0 17.0 10.0 17.0 Total Split (%) 16.4% 34.5% 34.5% 16.4% 34.5% 18.2% 30.9% 18.2% 30.9% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.5 3.5 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max None None None None Intersection Area Type: Other Cycle Length: 55 Actuated Cycle Length: 55 Offset: 33 (60%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Sn1�tg and Phases- 7 20th Ave S & S 336th St s71 -OPO 2 1 03 04 gtr s YQs 7� 1. 05 06 RR 07 s33 0s 17s IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 7: 20th Ave S & S 336th St 03/30/2018 --,* --o- 'r IF ► Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r T r r Traffic Volume (vehlh) 14 295 10 105 488 50 33 0 67 55 0 29 Future Volume (veh/h) 14 295 10 105 488 50 33 0 67 55 0 29 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1885 0 1885 1811 0 1811 Adj Flow Rate, vehlh 19 404 0 144 668 68 45 0 0 75 0 14 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Percent Heavy Veh, % 2 2 2 2 2 2 1 0 1 6 0 6 Cap, veh/h 507 1161 984 702 1133 115 261 0 0 240 0 0 Arrive On Green 0.01 0.20 0.00 0.08 0.68 0.68 0.07 0.00 0.00 0.06 0.00 0.00 Sat Flow, veh/h 1781 1870 1585 1781 1670 170 1795 45 1725 75 Grp Volume(v), vehlh 19 404 0 144 0 736 45 24.4 75 25.5 Grp Sat Flow(s),vehlh/In 1781 1870 1585 1781 0 1840 1795 C 1725 C Q Serve(g_s), s 0.2 10.2 0.0 1.3 0.0 11.8 1.3 2.3 Cycle Q Clear(g_c), s 0.2 10.2 0.0 1.3 0.0 11.8 1.3 2.3 Prop In Lane 1.00 1.00 1.00 0.09 1.00 1.00 Lane Grp Cap(c), veh/h 507 1161 984 702 0 1249 261 240 V/C Ratio(X) 0.04 0.35 0.00 0.20 0.00 0.59 0.17 0.31 Avail Cap(c_a), veh/h 628 1161 984 720 0 1249 313 290 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.76 0.76 0.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 4.3 12.3 0.0 3.7 0.0 4.7 24.2 25.2 Incr Delay (d2), s/veh 0.0 0.6 0.0 0.1 0.0 2.0 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 4.4 0.0 0.2 0.0 2.9 0.5 0.9 Unsig. Movement Delay, slveh LnGrp Delay(d),s/veh 4.3 13.0 0.0 3.7 0.0 6.8 24.4 25.5 LnGrp LOS A B A A A A C C Approach Vol, vehlh 423 880 Approach Delay, slveh 12.6 6.3 Approach LOS B A Timer - Assigned Phs 1 2 3 5 6 7 Phs Duration (G+Y+Rc), s 8.4 38.1 8.4 5.3 41.3 8.4 Change Period (Y+Rc), s 4.0 4.0 4.5 4.0 4.0 5.0 Max Green Setting (Gmax), s 5.0 15.0 5.5 5.0 15.0 5.0 Max Q Clear Time (g_c+l1), s 3.3 12.2 3.3 2.2 13.8 4.3 Green Ext Time (p-c), s 0.0 0.4 0.0 0.0 0.4 0.0 Intersection Summary HCM 6th Ctrl Delay 9.7 HCM 6th LOS A Notes -l'�x User approved pedestrian interval to be less than phase max green. IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour LANE LEVEL OF SERVICE Lane Level of Service Site: 8 [2020 Without Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast West Intersection LOS A A A A I N weyerhamser way 5 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 1 Copyright® 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:24:51 PM Project: T:Waive ProjectsURG Federal Way Campus - 5219kPlanning - 5219\Greenline%L0SWMURG Federal Way -AM Peak Hour - Weyerhaeuser LANE SUMMARY ' Site: 8 [2020 Without Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout South: Weyerhaeuser Way S Lane 1d 668 1.6 1434 0.466 100 9.7 LOSA 3.5 89.1 Full 1600 0.0 0.0 Lane 2 _ 236 1.6 1062 0.222 100 _ 2.4 LOS A 1.2 31.4 Full 1600 0.0 0.0 , Approach 904 1.6 0.466 7.8 LOS A 3.5 89.1 NorthEast: Weyerhaeuser Way S Lane 1 240 0.5 775 0.310 100 12.6 LOS B 1.8 45.1 Full 1600 0.0 0.0 Lane 2d 262 0.5 861 0.305 106 5.8 LOS A 1.8 46.2 Full 1600 0.0 0.0 Approach 503 0.5 0.310 9.0 LOS A 1.8 46.2 West: S 336th St Lane 1 173 3.3 1034 0.167 100 10.4 LOS B 0.9 24.1 Full 1600 0.0 0.0 Lane 2' 373 3.3 1328 0.281 100 4.6 LOS A 1.8 47.4 Full 1600 0.0 0.0 Approach 545 3.3 0.281 6.4 LOS A 1.8 47.4 Intersection 1952 1.8 0.466 7.7 LOS A 3.5 89A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akrelik M31)). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sldrasolutlons.com Organisation: TENW I Processed: Thursday, March 29, 201812:24:51 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\HM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 LANE LEVEL OF SERVICE Lane Level of Service V Site: 9 [2020 Without Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest] Intersection 1 LOS A A A A� jl r ?1? 10,1 / tp .0C;N Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 I Copyright© 2000-2017 Akcellk and Associates Pty Ltd I sldresolutlons.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:28:21 PM Project: T:Wctive Projects\IRG Federal Way Campus - 5219\131anning - 5219\Greenline\LOSWM\IRG Federal Way -AM Peak Hour - Weyerhaeuser LANE SUMMARY V Site: 9 [2020 Without Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout Lane 1 538 1.4 1213 0.443 100 4.0 LOS A 2.7 68.0 Full 1600 0.0 0.0 '; Lane 2d 538 1.4 1213 0.443 100 3.5 LOS A 2.7 68.0 Full 1600 0.0 0.0 Approach 1076 1.4 0.443 3.7 LOS A 2.7 68.0 NorthEast: 33rd PI S Lane 1 279 0.0 630 0.443 100 8.7 LOSA 2.1 51.9 Full 1600 0.0 0.0 Approach 279 0.0 0.443 8.7 LOS A 2.1 51.9 NorthWest: Weyerhaeuser Way S Lane 1 284 4.4 1062 0.267 100 5.0 LOS A 1.3 34.4 Full 1600 0.0 0.0 Lane 2 284 4.4 1062 0.267 100 3.9 _LOSA 1.3 34.4 Full 1600 0.0 0.0 Approach 568 4.4 0.267 4.5 LOS A 1.3 34.4 Intersection 1923 2.1 0.443 4.7 LOS A 2.7 68.0 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specked in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akcelik M31)). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright © 2000-2017 Akcellk and Associates Ply Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:28:21 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd PI S Roundabout.sip7 Lanes, Volumes, Timings 10: Weyerhaeuser Way S & SR-18 WB Ramps ,-* --p. -,* 4- 4\ t 1I03/30/2018 i W Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r tt 0 Traffic Volume (vph) 0 0 0 137 1 586 256 602 0 0 319 121 Future Volume (vph) 0 0 0 137 1 586 256 602 0 0 319 121 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 395 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 557 335 676 743 Travel Time (s) 12.7 7.6 13.2 14.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 0% 0% 4% 4% 4% 5% 5% 5% 4% 4% 4% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 3 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 35.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1 % 35,8% Yellow Time (s) 4.0 4.0 4.0 4,0 4.0 4-0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 U 0.0 0.0 Total Lost Time (s) 5-0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summa Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Snhts and PhacPc• in. WfavPrhnPllcPr VVav S & SR-18 WB Ramns t 0 2 (W, 08 1}5 ■ 05} 71134s - IMF IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 10: Weyerhaeuser Way S & SR-18 WB Rams 1I03/30/2018 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *' r ++ +T Traffic Volume (veh/h) 0 0 0 137 1 586 256 602 0 0 319 121 Future Volume (veh/h) 0 0 0 137 1 586 256 602 0 0 319 121 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1841 1841 1841 1826 1826 0 0 1841 1841 Adj Flow Rate, veh/h 152 1 651 284 669 0 0 354 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 4 5 5 0 0 4 4 Cap, veh/h 568 4 509 314 1972 0 0 1173 Arrive On Green 0.33 0.33 0.33 0.36 1.00 0.00 0.00 0.34 0.00 Sat Flow, veh/h 1742 11 1560 1739 3561 0 0 3681 0 Grp Volume(v), veh/h 153 0 651 284 669 0 0 354 0 Grp Sat Flow(s),vehlh/In 1754 0 1560 1739 1735 0 0 1749 0 Q Serve(g_s), s 6.1 0.0 31.0 14.7 0.0 0.0 0.0 7.1 0.0 Cycle Q Clear(g_c), s 6.1 0.0 31.0 14.7 0.0 0.0 0.0 7.1 0.0 Prop In Lane 0.99 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 572 0 509 314 1972 0 0 1173 V/C Ratio(X) 0.27 0.00 1.28 0.91 0.34 0.00 0.00 0.30 Avail Cap(c_a), veh/h 572 0 509 366 1972 0 0 1173 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.60 0.60 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.6 0.0 32.0 29.6 0.0 0.0 0.0 23.3 0.0 Incr Delay (d2), s/veh 0.4 0.0 140.0 16.4 0.3 0.0 0.0 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.6 0.0 31.0 6.1 0.1 0.0 0.0 2.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.0 0.0 172.0 46.0 0.3 0.0 0.0 24.0 0.0 LnGrp LOS C A F D A A A C Approach Vol, veh/h 804 953 354 A Approach Delay, s/veh 143.9 13.9 24.0 Approach LOS F B C Timer - Assigned Phs 2 5 r, 6 Phs Duration (G+Y+Rc), s 59.0 - 22.1 36.9 36.0 !Am Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 20.0 29.0 31.0 Max Q Clear Time (g_c+ll ), s 2.0 16.7 9.1 33.0 Green Ext Time (p_c), s 7.7 0.4 2.9 0.0 Intersection Summary- - HCM 61h Ctrl Delay 65.1 HCM 6th LOS E Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 EB Rams } __P� -+-- I..- -N t 1p� 1I03/30/2018 i Lane Group EK EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +T r ++ I + Traffic Volume (vph) 267 5 232 0 0 0 0 582 313 210 247 0 Future Volume (vph) 267 5 232 0 0 0 0 582 313 210 247 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 3% 3% 3% 4% 4% 4% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 10.0 26.0 Total Split (s) 45.0 45.0 45.0 40.0 10.0 50.0 Total Split (%) 4.7.4% 47.4% 47.4% 42.1 % 10.5% 52.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 LeadlLag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None C-Min None C-Min Intersection Surnma Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (00/6), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated and Phases: 11: Weyerhaeuser Way S & SR-18 EB Ramps I 04 'R *07 I i78 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 � k- 4\ i Movement EBL EBT EER +NSL W15T NV R lg8L NBT NBR SK SBT SBR Lane Configurations 4 r tt I + Traffic Volume (veh/h) 267 5 232 0 0 0 0 582 313 210 247 0 Future Volume (vehlh) 267 5 232 0 0 0 0 582 313 210 247 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1826 1826 1826 0 1856 1856 1841 1841 0 Adj Flow Rate, veh/h 297 6 258 0 647 348 233 274 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 5 5 5 0 3 3 4 4 0 Cap, veh/h 388 8 352 0 1244 669 380 1228 0 Arrive On Green 0.23 0.23 0.23 0.00 0.56 0.56 0.11 1.00 0.00 Sat Flow, veh/h 1706 34 _ 1547 0 2306 1191 1753 1841 0 Grp Volume(v), veh/h 303 0 258 0 515 480 233 274 0 Grp Sat Flow(s),veh/h/In 1741 0 1547 0 1763 1641 1753 1841 0 Q Serve(g_s), s 15.5 0.0 14.7 0.0 17.2 17.2 5.0 0.0 0.0 Cycle Q Clear(g_c), s 15.5 0.0 14.7 0.0 17.2 17.2 5.0 0.0 0.0 Prop In Lane 0.98 1.00 0.00 0.73 1.00 0.00 Lane Grp Cap(c), veh/h 396 0 352 0 991 922 380 1228 0 WC Ratio(X) 0.76 0.00 0.73 0.00 0.52 0.52 0.61 0.22 0.00 Avail Cap(c_a), veh/h 733 0 652 0 991 922 380 1228 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.81 0.81 0.00 Uniform Delay (d), s/veh 34.3 0.0 34.0 0.0 12.9 12.9 11.8 0.0 0.0 Incr Delay (d2), s/veh 4.4 0.0 4.2 0.0 2.0 2.1 2.6 0.3 0.0 Initial Q Delay(d3),$)veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 6.9 0.0 5.8 0.0 6.7 6.3 1.9 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.7 0.0 38.2 0.0 14.8 15.0 14.3 0.3 0.0 LnGrp LOS D A D A B B 5 A A Approach Vol, veh/h 561 995 507 Approach Delay, s/veh 38.5 14.9 C.a Approach LOS D B A Timer - Assigned Phs 2 4 7 K Phs Duration (G+Y+Rc), s 26.6 - 68A 10.0 _ 58.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 45.0 5.0 35.0 Max Q Clear Time (g_c+11), s 17.5 2.0 7.0 19.2 Green Ext Time (p_c), s 4.2 2.5 0.0 7.8 _ n summary HCM 6th Ctri Delay 19.3 HCM 6th LOS B IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lanes, Volumes, Timings 1: Weyerhaeuser WayS & S 323rd St o313012018 -,* 4\ I i Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations I r + + r Traffic Volume (vph) 2 21 2 185 147 2 Future Volume (vph) 2 21 2 185 147 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 200 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 35 Link Distance (ft) 755 456 560 Travel Time (s) 20.6 12.4 10.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection .Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour -J HCM 6th TWSC 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 tr�rsec Int Delay, s/veh 0.6 over iariV EBL EBR NBL NBT SBT SBR Lane Configurations r t t ?f Traffic Vol, veh/h 2 21 2 185 147 2 Future Vol, veh/h 2 21 2 185 147 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 200 - 100 Veh in Median Storage, # 0 - - 0 0 - Grad% % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 2 23 2 201 160 2 Major/Minor Mincr2 Majcrl Major2 Conflicting Flow All 365 160 162 0 0 Stage 1 160 - - - - Stage 2 205 - - - - Critical Hdwy 6.4 6.2 4.1 - Critical Hdwy Stg 1 5.4 - - - - Critical Hdwy Stg 2 5.4 - - Follow-up Hdwy 3.5 3.3 2.2 - Pot Cap-1 Maneuver 639 890 1429 - Stage 1 874 - - - Stage 2 834 - - Platoon blocked, % - - - Mov Cap-1 Maneuver 638 890 1429 - Mov Cap-2 Maneuver 680 - - Stage 1 873 Stage 2 834 - - - Ap raa h 1 6 NB- — 56 HCM Control. Delay, s 9.3 0.1 —,= 0 HCM LOS A _ Minor Lane/Major Mvmt NBL NBT E Capacity (veh/h) 1429 - 680 890 - - HCM Lane WC Ratio 0.002 - 0.003 0.026 - HCM Control Delay (s) 7.5 - 10.3 9.2 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour J J LANE LEVEL OF SERVICE Lane Level of Service `.' Site: 2 12020 Without Project - SAT PM Peak Hour . IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast West i Intersection LOS 1_ A y A A t A weyerhmmer way S ry Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 1 Copyright 0 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Friday, March 30, 201810:19:28 AM Project: T:Wctive Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SATURG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 2 [2020 Without Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout South: Weyerhaeuser Way S Lane 1d 329 1.3 1481 0.222 100 9.4 LOSA 1.2 31.1 Full 1600 0.0 0.0 Lane 2 67 1.3 999 0.067 100 2.2 LOS A 0.3 7.7 Full 1600 0.0 0.0 Approach 396 1.3 0.222 8.2 LOS A 1.2 31.1 NorthEast: Weyerhaeuser Way S Lane 1 76 0.0 997 0.076 100 10.2 LOS B 0.3 7.9 Full 1600 O.O 0.0 Lane 2d 116 0.0 1145 0.101 100 3.5 LOS A 0.4 11.1 Full 1600 0.0 0.0 Approach 191 0.0 0.101 6.2 LOS A 0.4 11.1 West: S 336th St Lane 1 152 0.3 1323 0.115 100 9.2 LOS A 0.6 14.9 Full 1600 0.0 0.0 Lane 2 240 0.3 1566 0.153 100 3.8 LOSA 0.8 21.0 Full 1600 0.0 0.0 Approach 392 0.3 0.153 5.9 LOS A 0.8 21.0 Intersection 979 0.6 0.222 6.9 LOS A 1.2 31.1 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 I Copyright© 2000-2017 Akcellk and Associates Pty Ltd I sldresolutions.com Organisation: TENW I Processed: Friday, March 30, 2018 10:19:28 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SATURG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 LANE LEVEL OF SERVICE Lane Level of Service V Site: 3 [2020 Without Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A r lt�, tk Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 I Copyright O 2000-2017 Akcellk and Associates Pty Ltd I sldrasolutions.com Organisation: TENW I Processed: Friday, March 3o, 2018 5:00:00 PM Project: T:Wctive ProjectsURG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SATURG Federal Way - SAT PM Peak Hour - LANE SUMMARY V Site: 3 [2020 Without Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout SouthEast: Weyerhaeuser Way S Lane 1 252 1.1 1227 0.205 100 4.9 LOS A 0.9 22.5 Full 1600 0.0 0.0 Lane 2d 252 1.1 1227 _ 0.205 100 3.4 LOS A 0.9 22.5 Full 1600 0.0 00 Approach 503 1.1 0.205 4.1 LOS A 0.9 22.5 NorthEast: 33rd PI S Lane 1 84 0.0 836 0.100 100 5.6 LOS A 0.3 8.7 Full 1600 0.0 0.0 Approach 84 0.0 0.100 5.6 LOS A 0.3 8.7 NorthWest: Weyerhaeuser Way S Lane 1 185 0.4 1187 0.156 100 4.9 LOS A 0.6 16.1 Full 1600 0.0 0.0 Lane 2 185 0.4 1187 0.156 100 3.5 LOS A 0.6 16.1 Full 1600 0.0 0.0 Approach 370 0.4 0.156 4.2 LOS A 0.6 16.1 Intersection 957 0.7 0.205 4.3 LOS A 0.9 22.5 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 1 Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sldmsolutions.com Organisation: TENW I Processed: Friday, March 30, 2018 5:00:00 PM Project: T:Wctive Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOSVPM SATIIRG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & 33rd PI S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Rams -'V A.,I * 103/30/2018 i 4/ --► Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r tt t1l. Traffic Volume (vph) 0 0 0 117 8 233 166 162 0 0 263 125 Future Volume (vph) 0 0 0 117 8 233 166 162 0 0 263 125 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 395 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 557 335 676 743 Travel Time (s) 12.7 7.6 13.2 14.5 Peak Hour Factor 0.93 0.93 0-93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 0% 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % 1 % Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5:0 5,0 5.0 &0 7.0 7.0 Minimum Split (s) 35,0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 45.0 45.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 36.0% 36.0% Yellow Time (s) 4.0 4-.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1-0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5,0 5.0 5.0 Lead/Lag Lead Leg Lead -Lag Optimize? Yes Yes Recall Mode None None None None Min Min Intersection Summa Area Type. Other Cycle Length: 125 Actuated Cycle Length: 61.8 Natural Cycle: 70 Control Type: Actuated -Uncoordinated its and Phases: 4: Weyerhaeuser Way S & SR-18 WB 02 4\ 06 08 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 Movement EBL - C EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 if tt tT* Traffic Volume (veh/h) 0 0 0 117 8 233 166 162 0 0 263 125 Future Volume (veh/h) 0 0 0 117 8 233 166 162 0 0 263 125 Initial Q (Qb), veh : �_= 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1885 1885 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 126 9 251 178 174 0 0 283 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 1 1 1 1 0 0 1 1 Cap, veh/h 433 31 411 257 1694 0 0 699 Arrive On Green 0.26 0.26 0.26 0.14 0.47 0.00 0.00 0.20 0.00 Sat Flow, veh/h 1681 120 1598 1795 3676 0 0 3770 0 Grp Volume(v), veh/h 135 0 251 178 174 0 0 283 0 Grp Sat Flow(s),veh/h/In 1801 0 1598 1795 1791 0 0 1791 0 Q Serve(g_s), s 2.2 0.0 5.1 3.5 1.0 0.0 0.0 2.6 0.0 Cycle Q Clear(g_c), s 2.2 0.0 5.1 3.5 1.0 0.0 0.0 2.6 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 464 0 411 257 1694 0 0 699 V/C Ratio(X) 0.29 0.00 0.61 0.69 0.10 0.00 0.00 0.41 Avail Cap(c_a), veh/h 1699 0 1507 1694 3862 0 0 3862 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 11.1 0.0 12.1 15.1 5.4 0.0 0.0 13.0 0.0 Incr Delay (d2), s/veh 0.5 0.0 2.1 4.7 0.0 0.0 0.0 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.8 0.0 1.7 1.5 0.2 0.0 0.0 0.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.5 0.0 14.2 19.8 5.5 0.0 0.0 13.6 0.0 LnGrp LOS B A B B A A A B Approach Vol, veh/h 386 352 283 A Approach Delay, s/veh 13.3 12.7 13.6 Approach LOS B B B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 22.6 10.3 12.2 14.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 35.0 40.0 35.0 Max Q Clear Time (g_c+ll), s 3.0 5-5 4.6 7.1 Green Ext Time (p-c), s 1.6 0-8 2.7 2.6 ;Intersection Summary HCM 6th Ctrl Delay 13.2 HCM 6th LOS B Was Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 EB Ramps __p. -0--- 4�_ 4\ t I 103/30/2018 Lane Group FBL EBT EBR WBL WBT WBR NBL NST NBR ;EL SBT SBR Lane Configurations 4 r ++ I + Traffic Volume (vph) 101 1 216 0 0 0 0 228 105 173 198 0 Future Volume (vph) 101 1 216 0 0 0 0 228 105 173 198 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 1 % 1 % 1 % 0% 0% 0% 1 % 1 % 1 % 1 % 1 % 1 % Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NFL Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35:0 35.0 35.0 22.0 12.0 26.0 Total Split (s) 50.0 50.0 50.0 45.0 25.0 45.0 Total Split (%) 41.7% 41.7% 41.7% 37.5% 20.8% 37.5% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red -lime (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Last Time (s) 5.0 5.0 5.0 5:0 5.0 LeadlLag Lag Lead Lead -Lag OpVmizea Yes Yes Recall Mode None None None Min None Min Intersection Summary Area Type: Other Cycle Length:120 Actuated Cycle Length: 46.1 Natural Cycle: 70 Control Type: Actuated -Uncoordinated and Phases: 5: Weyerhaeuser Way 5 & SK-lb Lb ®8 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour E HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 --* --I. 4e k- Movement EBL EBT EBR WBL WBT WBR NBL NST NBR SSL SBT SBR Lane Configurations *' r tt I t Traffic Volume (veh/h) 101 1 216 0 0 0 0 228 105 173 198 0 Future Volume (veh/h) 101 1 216 0 0 0 0 228 105 173 198 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1885 1885 1885 0 1885 1885 1885 1885 0 Adj Flow Rate, veh/h 109 1 232 0 245 113 186 213 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 1 1 0 1 1 1 1 0 Cap, veh/h 428 4 384 0 559 250 555 917 0 Arrive On Green 0.24 0.24 0.24 0.00 0.23 0.23 0.12 0.49 0.00 Sat Flow, veh/h 1780 16 1598 0 2501 1076 1795 1885 0 Grp Volume(v), veh/h 110 0 232 0 180 178 186 213 0 Grp Sat Flow(s),veh/h/In 1796 0 1598 0 1791 1692 1795 1885 0 Q Serve(g_s), s 1.8 0.0 4.7 0.0 3.1 3.3 2.5 2.4 0.0 Cycle Q Clear(g_c), s 1.8 0.0 4.7 0.0 3.1 3.3 2.5 2.4 0.0 Prop In Lane 0.99 1.00 0.00 0.64 1.00 0.00 Lane Grp Cap(c), veh/h 432 0 384 0 416 393 555 917 0 V/C Ratio(X) 0.25 0.00 0.60 0.00 0.43 0.45 0.34 0.23 0.00 Avail Cap(c_a), veh/h 2208 0 1964 0 1957 1848 1324 2060 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 11.3 0.0 12.4 0.0 12.0 12.0 7.7 5.4 0.0 Incr Delay (d2), s/veh 0.4 0.0 2.2 0.0 1.0 1.2 0.4 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.6 0.0 1.5 0.0 1.1 1.1 0.7 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 117 0.0 14.5 0.0 13.0 13.2 8.1 5.6 0.0 LnGrp LOS B A B A B B A A A Approach Vol, veh/h 342 358 399 Approach Delay, s/veh 13.6 13.1 6.8 Approach LOS B B A Ifimer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 13.8 22.8 9.3 13.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 40.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 6.7 4.4 4.5 5.3 Green Ext Time (p-c), s 2.3 1.8 0.5 3.2 Intersection Summary HCM 6th Ctri Delay 11.0 HCM 6th LOS B IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Transportation Impact Study Greenline Business Park —Federal Way, WA 2020 With-Proiect Lanes, Volumes, Timings 1: 1-5 SB Ramps & S 320th St 03130/2018 --* --v 4--- t' --► Lane Gioup EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SSR Lane Configurations tt r Vi tt ' *T W Traffic Volume (vph) 0 1194 428 245 783 0 0 0 0 329 8 495 Future Volume (vph) 0 1194 428 245 783 0 0 0 0 329 8 495 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 150 0 U 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1087 1090 747 744 Travel Time (s) 21.2 21.2 14.6 14.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 3% 3% 2°Ib 2% 2% 0% 0% 0% 2% 2% 2% Shared Lane Traffic (%) 49% Turn Type NA Perm pm+pt NA Prot NA Prot Protected Phases 2 1 6 7 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 7 4 4 Switch Phase Minimum Initial (s) 10.0 10:0 5:0 10.0 .5.0 10.0 10.0 Minimum Split (s) 15.0 15.0 10.0 49.0 10.0 40.0 40.0 Total Split (s) 45.0 45.0.. 30.0 75.0 35.0 36.0 35.0 Total Split (%) 40.9% 40.9% 27.3% 68.2°% 31.8% 31.8% 31.8% Yellow Time (s) 4.0 4.0 4.0 4.0` 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Min C-Min None C-Min None None None Intersection Summa Area Type: Other Cycle Length:110 Actuated Cycle Length:110 Off set: 33 (30%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated C.VU1 ­4 Dk­1 • I_r CR pmmne R. C ignth Cf � p IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour -_J HCM 6th Signalized Intersection Summary 1: 1-5 SB Ramps & S 320th St } -► --v * I 103/30/2018 i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt +T W Traffic Volume (veh/h) 0 1194 428 245 783 0 0 0 0 329 8 495 Future Volume (veh/h) 0 1194 428 245 783 0 0 0 0 329 8 495 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 0 1856 1856 1870 1870 0 1870 1870 1870 Adj Flow Rate, veh/h 0 1284 460 263 842 0 360 0 532 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 0 3 3 2 2 0 2 2 2 Cap, veh/h 0 2261 1008 306 2679 0 553 0 738 Arrive On Green 0.00 0.64 0.64 0.02 0.25 0.00 0.16 0.00 0.16 Sat Flow. veh/h 0 3618 1572 1781 3647 0 3563 0 4755 Grp Volume(v), vehlh 0 1284 460 263 842 0 360 0 532 Grp Sat Flow(s),veh/h/In 0 1763 1572 1781 1777 0 1781 0 1585 Q Serve(g_s), s 0.0 22.6 16.3 4.9 21.2 0.0 10.4 0.0 11.7 Cycle Q Clear(g_c), s 0.0 22.6 16.3 4.9 21.2 0.0 10.4 0.0 11.7 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2261 1008 306 2679 0 553 0 738 V/C Ratio(X) 0.00 0.57 0.46 0.86 0.31 0.00 0.65 0.00 0.72 Avail Cap(c_a), veh/h 0 2261 1008 591 2679 0 972 0 1297 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.79 0.79 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 11.1 10.0 19.1 18.1 0.0 43.7 0.0 44.2 Incr Delay (d2), s/veh 0.0 1.0 1.5 4.3 0.2 0.0 1.3 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 8.3 5.5 5.1 10.1 0.0 4.6 0.0 4.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 12.2 11.5 23.4 18.4 0.0 45.0 0.0 45.5 LnGrp LOS A B B C B A D A D Approach Vol, veh/h 1744 1105 892 Approach Delay, s/veh 12.0 19.6 45.3 Approach LOS B B D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 12.4 75.5 22.1 87.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+ll ), s 6.9 24.6 13.7 23.2 Green Ext Time (p-c), s 0.5 10.7 3.4 8.5 into rsecffon Srar rrtary HCM 6th Ctrl Delay 22.2 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 2: 1-5 NB Ramps & S 320th St --P� t 1I03/30/2018 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT 5BR Lane Configurations tt tT I + Traffic Volume (vph) 0 1085 0 0 684 356 337 3 395 0 0 0 Future Volume (vph) 0 1085 0 0 684 356 337 3 395 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) A", 35 35 35 35 Link Distance (ft) 1090 720 781 805 Travel Time (s) 21.2 14.0 15.2 15.7 Confl. Peds. (#/hr) 5 1 2 Peak Hour Factor aWO.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 0% 0% 0% Shared Lane Traffic (%) 10% Turn Type NA NA Split NA Protected Phases 2 6 8 8 Permitted Phases Detector Phase 2 6 8 8 Switch Phase Minimum Initial (s) 10.0 10.0 7:0 7.0 Minimum Split (s) 15.0 20.0 33.0 33.0 Total Split (s) 74.0 74.0 36.0 36:0. Total Split (%) 67.3%u 67.3% 32.7%0 32.7%a Yellow Time (s) 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead -Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length:110 Offset: 62 (56%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Splits and Phases: 2: 1-5 NB Ramps & S 320th St 06 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th Signalized Intersection Summary 2: 1-5 NB Ramps & S 320th St 03/30/2018 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt tT 41� Traffic Volume (veh/h) 0 1085 0 0 684 356 337 3 395 0 0 0 Future Volume (vehlh) 0 1085 0 0 684 356 337 3 395 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 0 1856 0 0 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 0 1179 0 0 743 0 366 3 429 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 3 0 0 3 3 3 3 3 Cap, veh/h 0 2211 0 0 2211 498 3 440 Arrive On Green 0.00 0.21 0.00 0.00 0.63 0.00 0.28 0.28 0.28 Sat Flow, veh/h 0 3711 0 0 3711 0 1767 11 1560 Grp Volume(v), veh/h 0 1179 0 0 743 0 366 0 432 Grp Sat Flow(s),veh/h/In 0 1763 0 0 1763 0 1767 0 1571 Q Serve(g_s), s 0.0 32.8 0.0 0.0 10.9 0.0 20.6 0.0 30.0 Cycle Q Clear(g_c), s 0.0 32.8 0.0 0.0 10.9 0.0 20.6 0.0 30.0 Prop In Lane 0.00 0.00 0.00 0.00 1.00 0.99 Lane Grp Cap(c), veh/h 0 2211 0 0 2211 498 0 443 V/C Ratio(X) 0.00 0.53 0.00 0.00 0.34 0.73 0.00 0.98 Avail Cap(c_a), veh/h 0 2211 0 0 2211 498 0 443 HCM Platoon Ratio 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.55 0.00 0.00 0.95 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 29.3 0.0 0.0 9.7 0.0 35.8 0.0 39.1 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.4 0.0 5.8 0.0 36.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 15.5 0.0 0.0 4.0 0.0 9.5 0.0 15.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 29.8 0.0 0.0 10.1 0.0 41.6 0.0 75.5 LnGrp LOS A C A A B D A E Approach Vol, veh/h 1179 743 A 798 Approach Delay, slveh 29.8 10.1 60.0 Approach LOS C B E rher - Assigned Phs 2 6 _ 8 _ Phs Duration (G+Y+Rc), s 74.0 74.0 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 69.0 69.0 31.0 Max Q Clear Time (g_c+I1), s 34.8 12.9 32.0 Green Ext Time (p-c), s 12.7 7.3 0.0 Intersection Summary HCM 6th Ctrl Delay 33.2 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [WBR] is excluded from calculations of the approach delay and intersection delay. IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 3: 32nd Ave S & S 320th St 03/30/2018 Lane Group EBL FBT EBR WBL WBT WBR NBL NBT NBR SSL SBT SSR Lane Configurations I ++ r Vi +1 T 4 Traffic Volume (vph) 3 885 584 96 996 0 38 0 17 0 0 0 Future Volume (vph) 3 885 584 96 996 0 38 0 17 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 450 250 0 250 0 0 0 Storage Lanes 1 1 1 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 25 25 Link Distance (ft) 720 883 679 275 Travel Time (s) 14.0 17.2 18.5 7.5 Confl. Peds. (#/hr) 2 3 3 2 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0-94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 4% 4% 4% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pin+pt NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5-0 5.0 5.0 5.0 5-0 5.0 5.0 5.0 5.0 Minimum Split (s) 9-0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 39.0 16.0 16.0 35.0 39.0 20-0 75.0 75.0 75.0 Total Split (%) 22.5% 9.2% 9.2% 20.2% 22.5% 11.6% 43.4% 43.4% 43.4% Yellow Time (s) 3.0 3.0 3.0 4.0 3.0 4.0 4.0 3.0 3.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 010 0.0 0-0 Total Lost Time (s) 4-0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Intersection Summary Area Type: Other Cycle Length:173 Actuated Cycle Length: 47.3 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Cnlife onri Dhncae• 4• g9nri Ova S R S _i9nth qt 01 02 tr-1 -_ - $$ _ - - � - = f- 7 65 - - I'll6 I 07 ■' 08 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour __J HCM 6th Signalized Intersection Summary 3: 32nd Ave S & S 320th St --P� -- I,- 4\ 1I03/30/2018 t 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tT 1� 4 Traffic Volume (veh/h) 3 885 584 96 996 0 38 0 17 0 0 0 Future Volume (veh/h) 3 885 584 96 996 0 38 0 17 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1856 1856 1841 1841 1841 1900 1900 1900 Adj Flow Rate, vehlh 3 941 578 102 1060 0 40 0 18 0 0 0 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 4 4 4 0 0 0 Cap, veh/h 415 1725 767 439 2103 0 79 0 103 0 5 0 Arrive On Green 0.00 0.49 0.49 0.09 0.60 0.00 0.05 0.00 0.07 0.00 0.00 0.00 Sat Flow. veh/h 1767 3526 1568 1767 3618 0 1753 0 1556 0 -79349 0 Grp Volume(v), veh/h 3 941 578 102 1060 0 40 0 18 0 0 0 Grp Sat Flow(s),veh/hlln 1767 1763 1568 1767 1763 0 1753 0 1556 0 1900 0 Q Serve(g_s), s 0.0 7.3 11.6 0.9 6.8 0.0 0.9 0.0 0.4 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.0 7.3 11.6 0.9 6.8 0.0 0.9 0.0 0.4 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Lane Grp Cap(c), veh/h 415 1725 767 439 2103 0 79 0 103 0 5 0 V/C Ratio(X) 0.01 0.55 0.75 0.23 0.50 0.00 0.51 0.00 0.17 0.00 0.00 0.00 Avail Cap(c_a), veh/h 1993 1725 767 1646 3162 0 674 0 2792 0 3457 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 5.1 6.9 8.1 4.5 4.5 0.0 18.2 0.0 17.2 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 3.8 0.1 0.4 0.0 1.9 0.0 0.6 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.0 1.6 3.4 0.1 1.1 0.0 0.4 0.0 0.2 0.0 0.0 0.0 Unsig. Movement Delay, slveh LnGrp Delay(d),slveh 5.1 7.1 11.8 4.6 4.9 0.0 20.1 0.0 17.8 0.0 0.0 0.0 LnGrp LOS A A B A A A C A B A A A Approach Vol, vehlh 1522 1162 58 0 Approach Delay, s/veh 8.9 4.9 19.4 0.0 Approach LOS A A B Timer - Assigned Phs i 2 4 5 6 7 8 Phs Duration (G+Y+Rc), s 4.2 27.3 7.6 8.3 23.1 6.8 0.8 Change Period (Y+Rc), s 4.0 4.0 5.0 5.0 4.0 5.0 * 5 Max Green Setting (Gmax), s 35.0 35.0 70.0 30.0 12.0 15.0 * 71 Max Q Clear Time (g_c+ll), s 2.0 8.8 2.4 2.9 13.6 2.9 0.0 Green Ext Time (p-c), s 0.0 14.4 0.1 0.1 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 7.4 HCM 6th LOS A Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour J Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 320th St 03/30/2018 -4. f1l" ■-- Lane GrouR EST EBR WBL WBT NBL NBR Lane Configurations tt r tt )y r Traffic Volume (vph) 693 214 421 1017 81 152 Future Volume (vph) 693 214 421 1017 81 152 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 200 300 300 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Right Turn on Red Yes Yes Link Speed (mph) 35 35 35 Link Distance (ft) 883 728 1121 Travel Time (s) 17.2 14.2 21.8 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 3% 3% 3% 3% 2% 2% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 63.0 63.0 15.0 78.0 32.0 32.0 Total Split (%) 57.3% 57.3% 13.6% 70.9% 29.1 % 29.1 % Yellow Time (s) 4.0 4.0 4.o 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None C-Max None None If7kw,r5w taQt1 Summar Area Type: Other Cycle Length:110 Actuated Cycle Length:110 Offset:105 (95%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Cnl;f� nnrr Dhneac• & Wouarhmaimar lM:w . R. S ignth qt "�3 t 01 4 8 - - IRG Federal Way - Greenline 2020 With Project - AM Peak Hour Synchro 10 Report HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & S 320th St 03/30/2018 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tt r t f 1Y F Traffic Volume (veh/h) 693 214 421 1017 81 152 Future Volume (veh/h) 693 214 421 1017 81 152 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1856 1856 1856 1856 1870 1870 Adj Flow Rate, veh/h 779 138 473 1143 91 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 3 2 2 Cap, veh/h 1859 829 811 3055 152 68 Arrive On Green 0.53 0.53 0.29 0.87 0.04 0.00 Sat Flow, veh/h 3618 1572 1767 3618 3563 1585 Grp Volume(v), vehlh 779 138 473 1143 91 0 Grp Sat Flow(s),veh/h/In 1763 1572 1767 1763 1781 1585 Q Serve(g_s), s 14.7 5.0 3.6 7.0 2.8 0.0 Cycle Q Clear(g_c), s 14.7 5.0 3.6 7.0 2.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 1859 829 811 3055 152 68 V/C Ratio(X) 0.42 0.17 0.58 0.37 0.60 0.00 Avail Cap(c_a), veh/h 1859 829 811 3055 874 389 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.91 0.91 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 15.8 13.5 17.7 1.5 51.7 0.0 Incr Delay (Q), s/veh 0.6 0.4 0.7 0.4 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 5.8 1.8 8.9 1.0 1.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.4 13.9 18.4 1.8 53.1 0.0 LnGrp LOS B E B A D A Approach Vol, veh/h 917 1616 91 Approach Delay, s/veh 16.0 6.7 53.1 Approach LOS B A D Timer- Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 37.3 63-0 9.7 100.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 58.0 27.0 73.0 Max Q Clear Time (g_c+ll ), s 5.6 16.7 4.8 9.0 Green Ext Time (p-c), s 0.2 5.3 0.1 8.7 �hoh_n ummaryy. HCM 6th Ctrl Delay 11.6 - - HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 5: Weyerhaeuser WayS & S 323rd St 03/3012018 t 4 Lane Group EBL EBR NBL NBT Lane Configurations r + + r Traffic Volume (vph) 0 156 99 205 542 63 Future Volume (vph) 0 156 99 205 542 63 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 200 75 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 35 Link Distance (ft) 755 456 1121 Travel Time (s) 20.6 12.4 21.8 Peak Hour Factor 0.78 0.78 0.78 0.78 0.78 0.78 Heavy Vehicles (%) 12% 12% 3% 3% 4% 4% Shared Lane Traffic (%) Sign Control Stop Free Free lntpr-,on inn Si immm Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th TWSC 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 Intersection _ Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations r + f ?" Traffic Vol, veh/h 0 156 99 205 542 63 Future Vol, veh/h 0 156 99 205 542 63 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 200 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 78 78 78 78 78 78 Heavy Vehicles, % 12 12 3 3 4 4 Mvmt Flow 0 200 127 263 695 81 Ma orlMinor Minor2 Ma orl Ma or2 Conflicting Flow All 1212 695 776 0 0 Stage 1 695 - - Stage 2 517 - - Critical Hdwy 6.52 6.32 4.13 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 5.52 - - - - Follow-up Hdwy 3.608 3.408 2.227 - - - Pot Cap-1 Maneuver 192 426 836 Stage 1 477 - - - Stage 2 579 - - Platoon blocked, % - - - Mov Cap-1 Maneuver 163 426 836 - - Mov Cap-2 Maneuver 269 - - Stage 1 404 - Stage 2 579 - - - - EB NB HCM Control Delay, s 20.7 3.3 0 HCM LOS C Minor LanelMaior Mvmt Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) NBL NBT ESLn1 EBLn2 SBT SBR 836 - 426 - 0.152 - 0.469 - - 10.1 0 20.7 - B A C - 0.5 - - 2.4 - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 6: Pacific Hwy S & S 336th St �-* --p. f- k t 1I03/30/2018 i Lane Group EBL EBT EBR WBL WBT WBR NBL N8T NBR SBL SBT SBR Lane Configurations + r 0 1) tt r I tt r Traffic Volume (vph) 161 266 155 66 427 88 359 655 42 68 398 215 Future Volume (vph) 161 266 155 66 427 88 359 655 42 68 398 215 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 550 0 150 200 300 100 450 175 Storage Lanes 1 1 1 1 2 1 1 1 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 40 40 Link Distance (ft) 741 1446 782 784 Travel Time (s) 14.4 28.2 13.3 13.4 Confl. Peds. (#/hr) 2 1 1 2 2 6 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 4% 4% 4% 3% 3% 3% 4% 4% 4% 5% 5% 5% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm Prot NA pm+ov Protected Phases 7 4 3 8 5 2 1 6 7 Permitted Phases 4 4 8 2 6 Detector Phase 7 4 4 3 8 5 2 2 1 6 7 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 36.5 36.5 9.5 37.5 10.0 27.0 27.0 10.5 26.5 9.5 Total Split (s) 13.0 42.0 42.0 10.0 39.0 24.0 43.0 43.0 15.0 34.0 13.0 Total Split (%) 11.8% 38.2% 38.2% 9.1 % 35.5% 21.8% 39.1 % 39.1 % 13.6% 30.9% 11.8% Yellow Time (s) 3.5 4.5 4.5 3.5 4.5 4.0 4.0 4.0 4.5 4.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 5.5 5.5 4.5 5.5 5.0 5.0 5.0 5.5 5.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lead Lag Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max None Intersection Summary Area Type: Other Cycle Length:110 Actuated Cycle Length: 110 Offset: 4 (4%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 85 Control Type: Actuated -Coordinated C.,I;f - ­1 Dhoono- R• Dorifir Pure C R. C TIRth Ct t02 (R) 01 s 35 s: �� _ 3a s 05 T 06 "R! 08 07 4s -UP a 131 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th Signalized Intersection Summary 6: Pacific Hwy S & S 336th St --.* --p.. --* 4 *-- *-- t 1I03/30/2018 i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 11, + r Vi tT+ ►j�j tt r �S tt r Traffic Volume (veh/h) 161 266 155 66 427 88 359 655 42 68 398 215 Future Volume (veh/h) 161 266 155 66 427 88 359 655 42 68 398 215 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1-00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1841 1841 1841 1856 1856 1856 1841 1841 1841 1826 1826 1826 Adj Flow Rate, veh/h 179 296 0 73 474 98 399 728 0 76 442 175 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 4 3 3 3 4 4 4 5 5 5 Cap, veh/h 208 347 294 230 572 118 463 1208 539 359 1442 741 Arrive On Green 0.07 0.19 0.00 0.10 0.26 0.26 0.14 0.35 0.00 0.21 0.42 0.42 Sat Flow. veh/h 1753 1841 1560 1767 2910 598 3401 3497 1560 1739 3469 1541 Grp Volume(v), veh/h 179 296 0 73 286 286 399 728 0 76 442 175 Grp Sat Flow(s),veh/h/In 1753 1841 1560 1767 1763 1746 1700 1749 1560 1739 1735 1541 Q Serve(g_s), s 5.2 17.1 0.0 0.0 16.8 17.0 12.6 18.9 0.0 4.0 9.4 2.6 Cycle Q Clear(g_c), s 5.2 17.1 0.0 0.0 16.8 17.0 12.6 18.9 0.0 4.0 9.4 2.6 Prop In Lane 1.00 1.00 1.00 0.34 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 208 347 294 230 346 343 463 1208 539 359 1442 741 V/C Ratio(X) 0.86 0.85 0.00 0.32 0.83 0.83 0.86 0.60 0.00 0.21 0.31 0.24 Avail Cap(c_a), veh/h 229 611 518 230 537 532 587 1208 539 359 1442 741 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter([) 1.00 1.00 0.00 0.76 0.76 0.76 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.8 43.2 0.0 45.1 38.9 38.9 46.5 29.8 0.0 36.2 21.5 5.8 Incr Delay (d2), s/veh 23.6 2.3 0.0 0.2 2.5 2.9 8.7 2.2 0.0 0.1 0.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %i[e BackOfQ(50%),veh/In 6.1 7.9 0.0 1.8 7.0 7.0 5.8 8.0 0.0 1.7 3.8 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.4 45.5 0.0 45.3 41.4 41.8 55.2 32.0 0.0 36.3 22.1 6.6 LnGrp LOS E D A D D D E C A D C A Approach Vol, veh/h 475 645 1127 693 Approach Delay, s/veh 55.6 42.0 40.2 19.7 Approach LOS E D D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 28.2 43.0 12.6 26.2 20.0 51.2 11.7 27.1 Change Period (Y+Rc), s 5.5 5.0 4.5 5.5 5.0 5.5 4.5 5.5 Max Green Setting (Gmax), s 9.5 38.0 5.5 36.5 19.0 28.5 8.5 33.5 Max Q Clear Time (g_c+ll), s 6.0 20.9 2.0 19.1 14.6 11.4 7.2 19.0 Green Ext Time (p-c), s 0.0 2.9 0.0 1.0 0.4 1.9 0.0 1.9 Intersection Summary HCM 6th Ctrl Delay 38.3 HCM 6th LOS D IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 7: 20th Ave S & S 336th St -.4 1I03/30/2018 i Lane Group EBL EBT EBR WBL WBT WBR NBL NST NBR SBL SBT SBR Lane Configurations t r Vi T r �] r Traffic Volume (vph) 14 313 10 109 506 56 33 0 70 55 0 29 Future Volume (vph) 14 313 10 109 506 56 33 0 70 55 0 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 100 200 0 150 0 150 0 Storage Lanes 1 1 1 0 1 1 1 1 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 25 25 Link Distance (ft) 1446 884 812 768 Travel Time (s) 28.2 17.2 22.1 20.9 Confl. Peds. (#/hr) 1 1 2 2 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 1 % 1 % 1 % 6% 6% 6% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA pm+pt Perm pm+pt Perm Protected Phases 5 2 1 6 3 7 Permitted Phases 2 2 6 8 8 4 4 Detector Phase 5 2 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 22.0 22.0 9.0 20.0 9.5 24.5 10.0 23.0 Total Split (s) 9.0 19.0 19.0 9.0 19.0 10.0 17.0 10.0 17.0 Total Split (%) 16.4% 34.5% 34.5% 16.4% 34.5% 18.2% 30.9% 18.2% 30.9% Yellow Time (s) 3.0 3.0 3.0 3.0 3.0 3.5 3.5 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.5 4.5 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max None None None None Intersection Summary Area Type: Other Cycle Length: 55 Actuated Cycle Length: 55 Offset: 33 (60%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated C„Iitr onrt Dhoone• T )nth Ave C A C IlAth Ct s31 r2 (R) 03 04 9s 19s "S 1�5 114 05 06 (R) 07 08 9s ].as 105 1 117S IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th Signalized Intersection Summary 7: 20th Ave S & S 336th St 03/30/2018 � � 'r ■- � i Movement - EB EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ►j t r T r I r Traffic Volume (veh/h) 14 313 10 109 506 56 33 0 70 55 0 29 Future Volume (veh/h) 14 313 10 109 506 56 33 0 70 55 0 29 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1870 1870 1870 1870 1870 1870 1885 0 1885 1811 0 1811 Adj Flow Rate, veh/h 19 429 0 149 693 77 45 0 0 75 0 14 Peak Hour Factor 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 Percent Heavy Veh, % 2 2 2 2 2 2 1 0 1 6 0 6 Cap,vehlh 484 1160 983 681 1122 125 261 0 0 240 0 0 Arrive On Green 0.01 0.20 0.00 0.08 0.68 0.68 0.07 0.00 0.00 0.06 0.00 0.00 Sat Flow, veh/h 1781 1870 1585 1781 1653 184 1795 45 1725 75 Grp Volume(v), veh/h 19 429 0 149 0 770 45 24.4 75 25.5 Grp Sat Flow(s),veh/hlln 1781 1870 1585 1781 0 1837 1795 C 1725 C Q Serve(g_s), s 0.2 10.9 0.0 1.4 0.0 12.7 1.3 2.3 Cycle Q Clear(g_c), s 0.2 10.9 0.0 1.4 0.0 12.7 1.3 2.3 Prop In Lane 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 484 1160 983 681 0 1247 261 240 V/C Ratio(X) 0.04 0.37 0.00 0.22 0.00 0.62 0.17 0.31 Avail Cap(c_a), vehlh 605 1160 983 698 0 1247 313 290 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.75 0.75 0.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 4.5 12.6 0.0 3.9 0.0 4.9 24.2 25.2 Incr Delay (d2), slveh 0.0 0.7 0.0 0.1 0.0 2.3 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 0.0 4.9 0.0 0.2 0.0 3.2 0.5 0.9i Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.5 13.3 0.0 3.9 0.0 7.2 24.4 25.5 LnGrp LOS A B A A A A C C Approach Vol, veh/h 448 Approach Delay, slveh 12.9 Approach LOS B Timer • Assigned Phs 919 6.7 A Phs Duration (G+Y+Rc), s 8.5 38.1 8.4 5.3 41.3 8.4, Change Period (Y+Rc), s 4.0 4.0 4.5 4.0 4.0 5.0 Max Green Setting (Gmax), s 5.0 15.0 5.5 5.0 15.0 5.0 Max Q Clear Time (g_c+ll ), s 3.4 12.9 3.3 2.2 14.7 4.3 Green Ext Time (p-c), s 0.0 0.3 0.0 0.0 0.1 0.0 intersection Summary HCM 6th Ctrl Delay 10.0 HCM 6th LOS B motes _ User approved pedestrian interval to be less than phase max green. IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour LANE LEVEL OF SERVICE Lane Level of Service Site: 8 [2020 With Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast West Intersection LOS A A A A 1 140 � J Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 I Copyright© 2000-2017 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:24:52 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\IRG Federal Way -AM Peak Hour - Weyerhaeuser LANE SUMMARY V site: 8 [2020 With Project -AM Peak Hour] IRG Federal Way - Greenline Roundabout South: Weyerhaeuser Way S Lane I 668 1.7 1400 0.477 100 Lane 2 258 1.7 1055 0.245 100 Approach 926 1.7 0.477 NorthEast: Weyerhaeuser Way S Lane 1 292 2.2 758 0.386 100 Lane 2 299 2.2 833 0.359 100 Approach 591 2.2 0.386 West S 336th St Lane 1 200 3.6 1003 0.199 100 Lane 2 373 3.6 1266 0.294 100 Approach 573 3.6 0.294 Intersection 2090 2.4 0.477 9.9 LOS A 3.7 93.1 Full 1600 0.0 0.0 2.6 LOS A 1.4 _ 35.7 Full 1600 0.0 0.0 7.8 LOS A 3.7 93.1 12.8 LOS B 2.4 59.8 Full 1600 0.0 0.0 6.0 LOS A 2.2 56.9 Full 1600 0.0 0.0 9.4 LOS A 2.4 59.8 10.6 LOS B 1.2 30.0 Full 1600 0.0 0.0 4.9 LOS A _ 2.0 51.0 Full 1600 0.0 0.0 6.9 LOS A 2A 51.0 8.0 LOS A 3.7 93.1 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M31)). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 I Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:24:52 PM Project: T Wctive Projects\IRG Federal Way Campus - 52191Planning - 5219%Greenline%LOSWM\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 LANE LEVEL OF SERVICE Lane Level of Service ^` Site: 9 [2020 With Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A IN �q!; N Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 1 Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:28:22 PM Project: T.%ctive Projects\IRG Federal Way Campus - 5219%Planning - 5219\Greenline\LOSWMURG Federal Way -AM Peak Hour- Weyerhaeuser LANE SUMMARY Site: 9 [2020 With Pro'et- AM Peak Hour IRG Federal Way - Greenline Roundabout Lane 1 549 1.2 1208 0.454 100 Lane 2d 549 1.2 1208 0.454 100 Approach 1097 1.2 0.454 NorthEast: 33rd PI S Lane 1 279 0.0 621 0.450 100 Approach 279 0.0 0.450 NorthWest: Weyerhaeuser Way S Lane 1 310 3.7 1070 0.289 100 Lane 2 310 3.7 1070 0.289 100 Approach 619 3.7 0.289 Intersection 1996 1.8 0.454 4.0 LOS A 2.8 70.7 Full 1600 0.0 0.0 3.5 LOS A 2.8 70.7 Full 1600 0.0 0.0 3.8 LOS A 2.8 70.7 8.9 LOS A 2.1 53.2 Full 1600 0.0 0.0 8.9 LOS A 2.1 53.2 5.0 LOS A 1.5 38.0 Full 1600 0.0 0.0 4.0 LOS A _ 1.5 38.0 Full 1600 0.0 0.0 4.5 LOS A 1.5 38.0 4.7 LOS A 2.8 70.7 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M31)). HV (%) values are calculated forAll Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 I Copyright© 2000-2017 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: TENW I Processed: Thursday, March 29, 2018 12:28:22 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\IRG Federal Way -AM Peak Hour- Weyerhaeuser Way S & 33rd PI S Roundabout.sip7 Lanes, Volumes, Timings 10: Weyerhaeuser WayS & SR-18 WB Rams o313012018 Lane Group EEL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations *' r tt I'I Traffic Volume (vph) 0 0 0 137 1 593 256 612 0 0 337 137 Future Volume (vph) 0 0 0 137 1 593 256 612 0 0 337 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 395 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 557 335 676 743 Travel Time (s) 12.7 7.6 13.2 14.5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 0% 0% 4% 4% 4% 5% 5% 5% 5% 5% 5% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases AEOPM- 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 Total Split (s) 36.0 36.0 36.0 25.0 59.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 Lead/Lag Lead Lead -Lag Optimize? Yes Recall Mode None None None None C-Min Intersection Summar Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated 7.0 24.0 34.0 35.8% 4.0 1.0 0.0 5.0 Lag Yes C-Min IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th Signalized Intersection Summary 10: Weyerhaeuser Way S & SR-18 WB Rams 03/30/2018 Movement EBL EBT EBR WBL VVBT WBR NBL NBT NBR SBL 58T SBR Lane Configurations #T r tt. 0 Traffic Volume (veh/h) 0 0 0 137 1 593 256 612 0 0 337 137 Future Volume (veh/h) 0 0 0 137 1 593 256 612 0 0 337 137 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1841 1841 1841 1826 1826 0 0 1826 1826 Adj Flow Rate, veh/h 152 1 659 284 680 0 0 374 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 4 5 5 0 0 5 5 Cap, veh/h 568 4 509 314 1972 0 0 1164 Arrive On Green 0.33 0.33 0.33 0.36 1.00 0.00 0.00 0.34 0.00 Sat Flow, veh/h 1742 11 1560 1739 3561 0 0 3652 0 Grp Volume(v), veh/h 153 0 659 284 680 0 0 374 0 Grp Sat Flow(s),veh/hAn 1754 0 1560 1739 1735 0 0 1735 0 Q Serve(g_s), s 6.1 0.0 31.0 14.7 0.0 0.0 0.0 7.6 0.0 Cycle Q Clear(g_c), s 6.1 0.0 31.0 14.7 0.0 0.0 0.0 7.6 0.0 Prop In Lane 0.99 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 572 0 509 314 1972 0 0 1164 V/C Ratio(X) 0.27 0.00 1.29 0.91 0.34 0.00 0.00 0.32 Avail Cap(c_a), veh/h 572 0 509 366 1972 0 0 1164 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(l) 1.00 0.00 1.00 0.55 0.55 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.6 0.0 32.0 29.6 0.0 0.0 0.0 23.5 0.0 Incr Delay (d2), s/veh 0.4 0.0 146.6 15.3 0.3 0.0 0.0 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 2.6 0.0 32.0 6.0 0.1 0.0 0.0 3.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.0 0.0 178.6 44.9 0.3 0.0 0.0 24.2 0.0 LnGrp LOS C A F D A A A C Approach Vol, vehlh 812 964 374 A Approach Delay, s/veh 149.5 13.4 24.2 Approach LOS F B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 22.1 36.9 36.0 _ Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 20.0 29.0 31.0 Max Q Clear Time (g_c+ll ), s 2.0 16.7 9.6 33.0 Green Ext Time (p-c), s 7.9 0.4 3.1 0.0 Intersection Sur»^�a^,' HCM 6th Ctd Delay 66.7 HCM 6th LOS E Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 EB Rams 03/30/2018 -- -,* 4e * t Lane Group EBL EBT EBR WBL WBT WBR NBL NST NBR SBL SBT SBR Lane Configurations 4 r tt t Traffic Volume (vph) 274 5 232 0 0 0 0 585 313 221 254 0 Future Volume (vph) 274 5 232 0 0 0 0 585 313 221 254 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 5% 5% 5% 0% 0% 0% 3% 3% 3% 4% 4% 4% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 10.0 26.0 Total Split (s) 45.0 45.0 45.0 40.0 10.0 50.0 Total Split (%) 47.4% 47.4% 47.4% 42.1 % 10.5% 52.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None C-Min None C-Min Intersechon Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated 5pll[s ano F'nases: 11: vveyernaeuser way J & SK-"IDS tb Mamps .24 02 1 T 04 (R) t08 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 --* -► "t Ir k 4\ I /0� Is. 4/ Movement EBL EBT ESR WBL WBT WBR NBL NST NBR SBI- SBT SBR Lane Configurations *' I., tt t Traffic Volume (veh/h) 274 5 232 0 0 0 0 585 313 221 254 0 Future Volume (veh/h) 274 5 232 0 0 0 0 585 313 221 254 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1826 1826 1826 0 1856 1856 1841 1841 0 Adj Flow Rate, veh/h 304 6 258 0 650 348 246 282 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 5 5 5 0 3 3 4 4 0 Cap, veh/h 396 8 359 0 1237 662 376 1220 0 Arrive On Green 0.23 0.23 0.23 0.00 0.56 0.56 0.11 1.00 0.00 Sat Flow, veh/h 1707 34 1547 0 2310 1187 1753 1841 0 Grp Volume(v), veh/h 310 0 258 0 517 481 246 282 0 Grp Sat Flow(s),vehlh/In 1741 0 1547 0 1763 1642 1753 1841 0 Q Serve(g_s), s 15.8 0.0 14.6 0.0 17.4 17.4 5.0 0.0 0.0 Cycle Q Clear(g_c), s 15.8 0.0 14.6 0.0 17.4 17.4 5.0 0.0 0.0 Prop In Lane 0.98 1.00 0.00 0.72 1.00 0.00 Lane Grp Cap(c), veh/h 403 0 359 0 983 916 376 1220 0 V/C Ratio(X) 0.77 0.00 0.72 0.00 0.53 0.53 0.65 0.23 0.00 Avail Cap(c_a), veh/h 733 0 652 0 983 916 376 1220 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.76 0.76 0.00 Uniform Delay (d), s/veh 34.1 0.0 33.6 0.0 13.1 13.1 13.2 0.0 0.0 Incr Delay (d2), s/veh 4.4 0.0 3.8 0.0 2.0 2.2 3.3 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 7.0 0.0 5.8 0.0 6.8 6.4 2.1 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.5 0.0 37.5 0.0 15.2 15.3 16.5 0.3 0.0 LnGrp LOS D A D A B B B A A Approach Vol, veh/h 568 998 528 Approach Delay, s/veh 38.0 15.2 7.9 Approach LOS D B A Timer - Assigned Phs 2 4 7_ 8 Phs Duration (G+Y+Rc), s 27.0 _ 68.0 - 10.0 _ 58.0 - Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 45.0 5.0 35.0 Max Q Clear Time (g_c+I1), s 17.8 2.0 7.0 19.4 Green Ext Time (p-c), s 4.2 2.6 0.0 7.7 intersection Summary HCM 6th Ctd Delay 19.6 HCM 6th LOS B IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 12: Weyerhaeuser Way S & North Site Access 03/30/2018 Lane Group EBL EBR NSL NBT SBT SBR Lane Configurations Y 14 T Traffic Volume (vph) 4 20 9 307 593 88 Future Volume (vph) 4 20 9 307 593 88 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 914 502 392 Travel Time (s) 41.5 13.7 10.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 25% 25% 2% 2% 6% 6% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th TWSC 12: Weyerhaeuser Way S & North Site Access 03/30/2018 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NB_L NBT SBT SBR Lane Configurations Y 4 1� Traffic Vol, veh/h 4 20 9 307 593 88 Future Vol, veh/h 4 20 9 307 593 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 25 25 2 2 6 6 Mvmt Flow 4 22 10 334 645 96 MajorlMinor Minor2 Majorl M_a or2 Conflicting Flow All 1047 693 741 _ 0 - 0 Stage 1 693 - - - - - Stage 2 354 - - - - - Critical Hdwy 6.65 6.45 4.12 - - Critical Hdwy Stg 1 5.65 - - - - Critical Hdwy Stg 2 5.65 - - - Follow-up Hdwy 3.725 3.525 2.218 - - - Pot Cap-1 Maneuver 229 406 866 - Stage 1 456 - - - Stage 2 662 - - Platoon blocked, % - Mov Cap-1 Maneuver 226 406 866 - - - Mov Cap-2 Maneuver 226 - - - - - Stage 1 450 - - Stage 2 662 - Approach EB NB SB HCM Control Delay, s 15.8 0.3 0 HCM LOS C Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR Capacity (vehlh) 866 - 358 - HCM Lane WC Ratio 0.011 - 0.073 - HCM Control Delay (s) 9.2 0 15.8 - HCM Lane LOS A A C - HCM 95th %tile Q(veh) 0 - 0.2 - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour 1 Lanes, Volumes, Timings 13: Weyerhaeuser Way S & Mid -North Site Access 03/30/2018 -V t i Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Volume (vph) 3 17 20 313 532 81 Future Volume (vph) 3 17 20 313 532 81 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1071 560 502 Travel Time (s) 48.7 15.3 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 10% 10% 2% 2% 4% 4% Shared Lane Traffic (%) Sign Control Stop Free Free )iitersectlon Summar Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th TWSC 13: Weyerhaeuser Way S & Mid -North Site Access 03/30/2018 Intersection Int Delay, s/veh Movement 0.5 EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 1� Traffic Vol, veh/h 3 17 20 313 532 81 Future Vol, veh/h 3 17 20 313 532 81 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 10 10 2 2 4 4 Mvmt Flow 3 18 22 340 578 88 MajorUnor Minor2 Majorl Ma or2 Conflicting Flow All 1006 622 666 0 -. 0 Stage 1 622 - - - Stage 2 384 - - - - Critical Hdwy 6.5 6.3 4.12 - - Critical Hdwy Stg 1 5.5 - - - Critical Hdwy Stg 2 5.5 - Follow-up Hdwy 3.59 3.39 2.218 - - - Pot Cap-1 Maneuver 258 472 923 - Stage 1 520 - - - Stage 2 671 - - Platoon blocked, % - - Mov Cap-1 Maneuver 251 472 923 - - - Mov Cap-2 Maneuver 251 - - - Stage 1 505 - Stage 2 671 - - - Approach EB NB SIB HCM Control Delay, s 14.1 _ 0.5 0 Minor Lane/Maier Mvrnt NBL NBT EBLn1 SBT SI3R Capacity (veh/h) 923 - 417 - - HCM Lane V/C Ratio 0.024 - 0.052 - - HCM Control Delay (s) 9 0 14.1 - - HCM Lane LOS A A B - - HCM 95th %tile Q(veh) 0.1 - 0.2 - - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 14: Weyerhaeuser Way S & Mid -South Site Access 03/30/2018 --v T 4 Lane Group EBL ESR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Volume (vph) 1 3 16 331 543 6 Future Volume (vph) 1 3 16 331 543 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1072 719 274 Travel Time (s) 48.7 19.6 7.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 2% 2% 4% 4% Shared Lane Traffic (%) Sign Control Stop Free Free t%rie- on Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th TWSC 14: Weyerhaeuser Way S & Mid -South Site Access 03/30/2018 Intersection Int Delay, s/veh 0.2 Movement ESL EBR NBL NBT SBT SBR Lane Configurations Y .4 1� Traffic Vol, veh/h 1 3 16 331 543 6 Future Vol, veh/h 1 3 16 331 543 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - Veh in Median Storage, # 0 - - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 2 2 4 4 Mvmt Flow 1 3 17 360 590 7 Major/Minor Minor2 Majors Major2 Conflicting Flow All 988 594 597 0 - 0 Stage 1 594 - - Stage 2 394 - - - - - Critical Hdwy 6.4 6.2 4.12 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - Follow-up Hdwy 3.5 3.3 2.218 - - - Pot Cap-1 Maneuver 276 509 980 Stage 1 555 - - - Stage 2 686 - - - - Platoon blocked, % - Mov Cap-1 Maneuver 270 509 980 = Mov Cap-2 Maneuver 270 - - - - Stage 1 543 - Stage 2 686 - - - EB N HCM Control Delay, s 13.7 0.4 0 AL HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 980 - 417 HCM Lane V/C Ratio 0.018 - 0.01 HCM Control Delay (s) 8.7 0 13.7 HCM Lane LOS A A B HCM 95th °/stile Q(veh) 0.1 - 0 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour .J I Lanes, Volumes, Timings 15: Weyerhaeuser Way S & South Site Access 03/30/2018 ` t 4 Lane Group EBL EBR NBL NST SBT SBR Lane Configurations Y *T *tr Traffic Volume (vph) 6 32 31 341 400 146 Future Volume (vph) 6 32 31 341 400 146 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1049 758 719 Travel Time (s) 47.7 20.7 19.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 8% 8% 2% 2% 4% 4% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour HCM 6th TWSC 15: Weyerhaeuser Way S & South Site Access 03/30/2018 intersection Int Delay, s/veh 0.8 Movement FBL EBR NBL NBT SBT SBR Lane Configurations Y *1 1� Traffic Vol, veh/h 6 32 31 341 400 146 Future Vol, veh/h 6 32 31 341 400 146 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 8 8 2 2 4 4 Mvmt Flow 7 35 34 371 435 159 Major/Minor Minor2 Majors Ma or2 Conflicting Flow All 954 515 594 0 0 Stage 1 515 - - - Stage 2 439 - - - - - Critical Hdwy 6.48 6.28 4.12 - - - - Critical Hdwy Stg 1 5.48 - - Critical Hdwy Stg 2 5.48 - - - Follow-up Hdwy 3.572 3.372 2.218 Pot Cap-1 Maneuver 280 548 982 Stage 1 588 - - Stage 2 637 - - Platoon blocked, % Mov Cap-1 Maneuver 268 548 982 Mov Cap-2 Maneuver 268 - - Stage 1 562 - Stage 2 637 Approach EB NB SIB HCM Control Delay, s 13.4 0.7 0 HCM LOS B Minor Lane/Maior Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 982 - 470 HCM Lane V/C Ratio 0.034 - 0.088 HCM Control Delay (s) 8.8 0 13.4 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0.3 - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lanes, Volumes, Timings 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 -'V t II t Lane Group FBI. EBR NBt_ NBT SBT SBR Lane Configurations r + + r Traffic Volume (vph) 2 62 18 205 197 2 Future Volume (vph) 2 62 18 205 197 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 200 0 200 100 Storage Lanes 1 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 35 Link Distance (ft) 755 456 560 Travel Time (s) 20.6 12.4 10.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 2% 2% 9% 9% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour �J HCM 6th TWSC 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 Intersedq Int Delay, s/veh 1.6 Mo►ie 6e i -'s EBL EBR NBL NST SBT SBR Lane Configurations I r I + + r Traffic Vol, veh/h 2 62 18 205 197 2 Future Vol, veh/h 2 62 18 205 197 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 200 0 200 - - 100 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 2 2 9 9 Mvmt Flow 2 67 20 223 214 2 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 477 214 216 0 0 Stage 1 214 - - - - - Stage 2 263 - - - - Critical Hdwy 6.43 6.23 4.12 Critical Hdwy Stg 1 5.43 - - Critical Hdwy Stg 2 5.43 - - - Follow-up Hdwy 3.527 3.327 2.218 Pot Cap-1 Maneuver 545 823 1354 Stage 1 819 - - Stage 2 779 - - - Platoon blocked, % Mov Cap-1 Maneuver 537 823 1354 - Mov Cap-2 Maneuver 602 - - - Stage 1 807 - Stage 2 779 - Approach EB NB SB HCM Control Delay, s 9.8 0.6 0 HCM LOS A Minor Lane/Ma{or Mvmt NBL NBT E;BLn1 EBLn2 SBT SBR Capacity (veh/h) 1354 - 602 823 HCM Lane V/C Ratio 0.014 - 0.004 0.082 HCM Control Delay (s) 7.7 - 11 9.8 - HCM Lane LOS A - B A - HCM 95th %tile Q(veh) 0 - 0 0.3 - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour l l l 1 I I 7 LANE LEVEL OF SERVICE Lane Level of Service Site: 2 [2020 With Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast West Intersection LOS A A A A , I N Weyerhaeuser Way 5 s Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 7.0 I Copyright © 2000-2017 Akcellk and Associates Ply Ltd I aldrasolutlons.com Organisation: TENW I Processed: Friday, March 30, 2018 10:19:29 AM Project: T:Wctive Projects\IRG Federal Way Campus - 5219XPlanning - 5219\GreenlinML0S%PM SATURG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 2 [2020 With Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout South: Weyerhaeuser Way S Lane 1 d 329 1.4 1463 0.225 100 9.4 LOS A 1.3 33.0 Full 1600 0.0 0.0 Lane 2 73 1.4 987 0.074 100 2.3 LOS A 0.4 9.0 Full _ 1600 0.0 0.0- _ Approach Approach 402 1.4 0.225 8.1 LOS A 1.3 33.0 NorthEast: Weyerhaeuser Way S Lane 1 197 6.8 1006 0.196 100 10.4 LOS B 0.9 23.8 Full 1600 0.0 0.0 Lane 2 197 6.8 1057 0.186 100 3.8 LOS A 0.9 22.8 Full 1600 0.0 0.0 Approach 393 6.8 0.196 7.1 LOS A 0.9 23.8 West: S 336th St Lane 1 158 0.6 1182 0.134 100 9.8 LOS A 0.7 17.7 Full 1600 0.0 0.0 Lane 2d 240 0.6 1424 0.169 100 4.3 LOS A 1.0 23.9 Full 1600 0.0 0.0 Approach 398 0.6 0.169 6.5 LOS A 1.0 23.9 Intersection 1193 2.9 0.225 7.2 LOS A 1.3 33.0 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M31)). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 I Copyright© 2000-2017 Akcellk and Associates Ply Ltd I sidrasolutions.com Organisation: TENW I Processed: Friday, March 30, 2018 10:19:29 AM Project: Tftfive Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 LANE LEVEL OF SERVICE Lane Level of Service ~ti Site: 3 [2020 With Project - SAT PM Peak Hourj IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A I ' ra Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. f SIDRA INTERSECTION 7.0 1 Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sidrasolutions.com Jl Organisation: TENW I Processed: Friday, March 30, 2018 5:00:00 PM Project: T:Wclive ProjectMIRG Federal Way Campus - 5219\Planning - 5219\Greeniine\LOS\PM SATURG Federal Way - SAT PM Peak Hour - LANE SUMMARY V Site: 3 [2024 With Prvjea# - SAT PM Peak Hour IRG Federal Way - Greenline Roundabout Lane 1 255 1.1 1209 0.211 100 4.9 LOS A 0.9 23.4 Full 1600 0.0 0.0 Lane 2 255 1.1 1209 0.211 100 3.5 LOS A 0.9 23.4 Full 1600 0.0 0.0 Approach 510 1.1 0.211 4.2 LOS A 0.9 23.4 NorthEast: 33rd PI S Lane 1d 84 0.0 830 0.101 100 5.7 _LOSA 0.4 8.9 Full 1600 0.0 0.0 Approach 84 0.0 0.101 5.7 LOS A 0.4 8.9 NorthWest: Weyerhaeuser Way S Lane 1 244 3.3 1151 0.212 100 5.0 LOS A 0.9 23.6 Full 1600 0.0 0.0 Lane 2 244 3.3 1151 0.212 100 3.5 LOS A 0.9 23.6 Full 1600 0.0 0.0 Approach 488 3.3 0.212 4.3 LOS A 0.9 23.6 Intersection 1082 2.0 0.212 4.4 LOS A 0.9 23.6 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 7.0 I Copyright © 2000-2017 Akcellk and Associates Pty Ltd I sldrasolutions.com Organisation: TENW I Processed: Friday, March 30, 2018 5:00:00 PM Project: T%Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline%LOS%PM SATURG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & 33rd P1 S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Ramps --* -'V .0--- t 1I03/30/2018 i Lane Group EBL EST ESR 1WBL WBT WBR NBL NBT NBR S8L SBT SBR Lane Configurations 4 ++ ft* Traffic Volume (vph) 0 0 0 117 8 236 166 165 0 0 312 169 Future Volume (vph) 0 0 0 117 8 236 166 165 0 0 312 169 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 395 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 557 335 676 743 Travel Time (s) 12.7 7.6 13.2 14.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 0% 1 % 1 % 1 % 1 % 1 % 1 % 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 45.0 45.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 36.0% 36.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None None None None Min Min Intersection Summary- - - - -- = - Area Type: Other Cycle Length:125 Actuated Cycle Length: 55.4 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Splits and Phases: 4: Weyerhaeuser Way S & SR-18 WB Ramps t02 05 06 08 I IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 Movement EBL EBT EBR WBL W8T WBR NBL NBT NBR SBL SBT SBR Lane Configurations r ►j tt tT+ Traffic Volume (veh/h) 0 0 0 117 8 236 166 165 0 0 312 169 Future Volume (veh/h) 0 0 0 117 8 236 166 165 0 0 312 169 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1885 1885 1885 1885 1885 0 0 1856 1856 Adj Flow Rate, veh/h 126 9 254 178 177 0 0 335 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 1 1 1 1 0 0 3 3 Cap, veh/h 429 31 408 256 1747 0 0 763 Arrive On Green 0.26 0.26 0.26 0.14 0.49 0.00 0.00 0.22 0.00 Sat Flow, veh/h 1681 120 1598 1795 3676 0 0 3711 0 Grp Volume(v), veh/h 135 0 254 178 177 0 0 335 0 Grp Sat Flow(s),veh/h/In 1801 0 1598 1795 1791 0 0 1763 0 Q Serve(g_s), s 2.3 0.0 5.5 3.7 1.0 0.0 0.0 3.2 0.0 Cycle Q Clear(g_c), s 2.3 0.0 5.5 3.7 1.0 0.0 0.0 3.2 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 460 0 408 256 1747 0 0 763 V/C Ratio(X) 0.29 0.00 0.62 0.70 0.10 0.00 0.00 0.44 Avail Cap(c_a), veh/h 1620 0 1437 1615 3682 0 0 3624 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 11.7 0.0 12.8 15.9 5.4 0.0 0.0 13.2 0.0 Incr Delay (d2), s/veh 0.5 0.0 2.2 4.8 0.0 0.0 0.0 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.8 0.0 1.8 1.6 0.2 0.0 0.0 1.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.2 0.0 15.0 20.7 5.4 0.0 0.0 13.8 0.0 LnGrp LOS B A B C A A A B Approach Vol, veh/h 389 355 335 A Approach Delay, s/veh 14.0 13.1 13.8 Approach LOS B B B Timer - Assigned Phs 2 5 6 8 _ Phs Duration (G+Y+Rc), s 24.0 10.5 13.4 14.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 35.0 40.0 35.0 Max Q Clear Time (g_c+ll ), s 3.0 5.7 5.2 7.5 Green Ext Time (p-c), s 1.6 0.8 3.2 2.6 Intersection Sumniay HCM 6th Ctrl Delay 13.6 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lanes, Volumes, Timings N 5: Weyerhaeuser Way S & SR-18 EB Rams ___I.� � 4 1I03130/2018 i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r tt t Traffic Volume (vph) 103 1 216 0 0 0 0 229 105 202 218 0 Future Volume (vph) 103 1 216 0 0 0 0 229 105 202 218 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 1 % 1 % 1 % 0% 0% 0% 1 % 1 % 1 % 2% 2% 2% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35:0 35.0 35.0 22.0 12.0 26.0 Total Split (s) 50.0 50.0 50.0 45.0 25.0 45.0 Total Split (%) 41.7% 41.7% 41.7% 37.5% 20.8% 37.5% Yellow Time (s) 4,0 4.0 4.0 4.0 4.0 4.0 All -Red Time (s) 1.0 1.0 1.0 --EEL 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0,0 0.0 Total Lost Time (s) 5.0 5.0 5:0 5.0 5.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 47.4 Natural Cycle: 70 Control Type: Actuated -Uncoordinated IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps --* --I. 4e �-- 1I03/30/2018 i 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 r tt I + Traffic Volume (vehlh) 103 1 216 0 0 0 0 229 105 202 218 0 Future Volume (veh/h) 103 1 216 0 0 0 0 229 105 202 218 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1885 1885 1885 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 111 1 232 0 246 113 217 234 0 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 1 1 1 0 1 1 2 2 0 Cap, veh/h 424 4 381 0 552 246 574 929 0 Arrive On Green 0.24 0.24 0.24 0.00 0.23 0.23 0.14 0.50 0.00 Sat Flow. veh/h 1780 16 1598 0 2504 1073 1781 1870 0 Grp Volume(v), veh/h 112 0 232 0 181 178 217 234 0 Grp Sat Flow(s),veh/h/In 1796 0 1598 0 1791 1692 1781 1870 0 Q Serve(g_s), s 1.9 0.0 4.9 0.0 3.3 3.4 3.1 2.7 0.0 Cycle Q Clear(g_c), s 1.9 0.0 4.9 0.0 3.3 3.4 3.1 2.7 0.0 Prop In Lane 0.99 1.00 0.00 0.63 1.00 0.00 Lane Grp Cap(c), veh/h 428 0 381 0 410 387 574 929 0 V/C Ratio(X) 0.26 0.00 0.61 0.00 0.44 0.46 0.38 0.25 0.00 Avail Cap(c_a), veh/h 2139 0 1903 0 1896 1791 1275 1980 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 11.7 0.0 12.8 0.0 12.5 12.6 7.8 5.5 0.0 Incr Delay (d2), s/veh 0.5 0.0 2.2 0.0 1.1 1.2 0.5 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.7 0.0 1.6 0.0 1.1 1.1 0.8 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.1 0.0 15.1 0.0 13.6 13.8 8.3 5.7 0.0 LnGrp LOS B A B_ A B B A A A Approach Vol, veh/h 344 359 451 Approach Delay, s/veh 14.1 13.7 6.9 Approach LOS B B A Timer- Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s _ 14.0 23.8 10.1 13.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 40.0 20.0 40.0 Max Q Clear Time (g_c+11), s 6.9 4.7 5.1 5.4 Green Ext Time (p-c), s 2.4 2.0 0.7 3.2 Intersection Summary HCM 6th Ctrl Delay 11.2 HCM 6th LOS B IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lanes, Volumes, Timings J J 6: Weyerhaeuser Way S & North Site Access 03/30/2018 -'V 4\ t II i Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Y *T T Traffic Volume (vph) 11 52 3 217 234 27 Future Volume (vph) 11 52 3 217 234 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 969 401 385 Travel Time (s) 44.0 10.9 10.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 24% 24% 1 % 1 % 5% 5% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour HCM 6th TWSC 6: Weyerhaeuser Way S & North Site Access 03/30/2018 Intersect Int Delay, s/veh 1.3 EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Vol, veh/h 11 52 3 217 234 27 Future Vol, veh/h 11 52 3 217 234 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 24 24 1 1 5 5 Mvmt Flow 12 57 3 236 254 29 MNor/Minor Minor2 Major1 Major2 Conflicting Flow All 511� 269 283 0 - 0 Stage 1 269 - - - - - -- - Stage 2 242 - - - - - Critical Hdwy 6.64 6.44 4.11 - - Critical Hdwy Sig 1 5.64 - - - - - Critical Hdwy Stg 2 5.64 - - - Follow-up Hdwy 3.716 3.516 2.209 - - - Pot Cap-1 Maneuver 486 720 1285 - -- Stage 1 728 - - - - - Stage 2 749 - Platoon blocked, % - Mov Cap-1 Maneuver 485 720 1285 - Mov Cap-2 Maneuver 485 - - - - - Stage 1 726 - - - Stage 2 749 - - - - Approach HCM Control Delay, s HCM LOS ES 11 B NB 0.1 SB 0 Minor LaneiMajor Mvmt NBL NBT EBLn1 SST SB Capacity (veh/h) 1285 - 664 HCM Lane V/C Ratio 0.003 - 0.103 HCM Control Delay (s) 7.8 0 11 - HCM Lane LOS A A B - HCM 95th %tile Q(veh) 0 - 0.3 - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour J I I Lanes, Volumes, Timings 7: Weyerhaeuser Way S & Mid -North Site Access 03/30/2018 Lane Group EBL EEP NBL NBT SBT SBR Lane Configurations y *T T Traffic Volume (vph) 8 46 3 212 263 23 Future Volume (vph) 8 46 3 212 263 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 969 526 401 Travel Time (s) 44.0 14.3 10.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 13% 13% 1 % 1 % 6% 6% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour HCM 6th TWSC 7: Weyerhaeuser Way S & Mid -North Site Access 03/30/2018 Intersection Int Delay, s/veh 1.1 movement EBL Lane Configurations Traffic Vol, veh/h 8 Future Vol, vehlh 8 Conflicting Peds, #/hr 0 �I�:i►�:I�7�:�i< 4 1� 46 3 212 263 23 46 3 212 263 23 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 - - - Veh in Median Storage, # 0 - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 13 13 1 1 6 6 Mvmt Flow 9 50 3 230 286 25 MOM Major/Minor Minor2 Majorl Major2 _ Conflicting Flow All 535 299 311 0 - 0 Stage 1 299 - - - Stage 2 236 - - - - - Critical Hdwy 6.53 6.33 4.11 - - Critical Hdwy Stg 1 5.53 - - - - Critical Hdwy Stg 2 5.53 - - - - Follow-up Hdwy 3.617 3.417 2.209 - - - Pot Cap-1 Maneuver 488 715 1255 - - - Stage 1 728 - - - - Stage 2 778 - Platoon blocked, % - - - Mov Cap-1 Maneuver 487 715 1255 - - Mov Cap-2 Maneuver 487 - - - - - Stage 1 726 - Stage 2 778 - w: ES HCM Control Delay, s 10.9 s 0.1 HCM LOS B Minor LanelMa or Mvmt NBL NBT EBLn1 SBT SB . Capacity (veh/h) 1255 - 669 - - - HCM Lane V/C Ratio 0.003 - 0.088 - HCM Control Delay (s) 7.9 0 10.9 - HCM Lane LOS A A B - HCM 95th %tile Q(veh) 0 - 0.3 - - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lanes, Volumes, Timings 8: Weyerhaeuser WaX S & Mid -South Site Access 03/30/2018 --v 4\ t t Lane Group EBL ESR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Volume (vph) 0 1 1 214 309 1 Future Volume (vph) 0 1 1 214 309 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 982 430 526 Travel Time (s) 44.6 11.7 14.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 1 % 1 % 7% 7% Shared Lane Traffic (%) Sign Control Stop Free Free Interse68on Sumrnar Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour HCM 6th TWSC 8: Weyerhaeuser Way S & Mid -South Site Access _ 03/30/2018 Interrectiun Int Delay, s/veh Movement 0 EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 1� Traffic Vol, veh/h 0 1 1 214 309 1 Future Vol, veh/h 0 1 1 214 309 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 1 1 7 7 Mvmt Flow 0 1 1 233 336 1 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 572 337 337 0 0 Stage 1 337 - - - - Stage 2 235 - - - Critical Hdwy, 6.4 6.2 4.11 - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - Follow-up Hdwy 3.5 3.3 2.209 Pot Cap-1 Maneuver 485 710 1228 Stage 1 728 - - - - - Stage 2 809 - - - Platoon blocked, % - Mov Cap-1 Maneuver 485 710 1228 - Mov Cap-2 Maneuver 485 - - - Stage 1 727 - Stage 2 809 - - - Approach EB NB SB HCM Control Delay, s 10.1 _ 0 0 Minor LanelMaior Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1228 - 710 HCM Lane V/C Ratio 0.001 - 0.002 HCM Control Delay (s) 7.9 0 10.1 - HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0 - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lanes, Volumes, Timings 9: Weyerhaeuser Way S & South Site Access 03/30/2018 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Y a' T Traffic Volume (vph) 17 85 7 198 269 41 Future Volume (vph) 17 85 7 198 269 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1024 650 430 Travel Time (s) 46.5 17.7 11.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 7% 7% 1 % 1 % 7% 7% Shared Lane Traffic (%) Sign Control Stop Free Free intersection Sum Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour HCM 6th TWSC 9: Weyerhaeuser Way S & South Site Access 03/30/2018 intersection Int Delay, s/veh 2 mdVemea EBL EBR NBL NBT SBT SBR Lane Configurations Y <4 T Traffic Vol, veh/h 17 85 7 198 269 41 Future Vol, veh/h 17 85 7 198 269 41 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 7 7 1 1 7 7 Mvmt Flow 18 92 8 215 292 45 Major/Minor M€nor2 m*[1 Major2 L Conflicting Flow All 546 315 337 0 - 0 Stage 1 315 - - Stage 2 231 - - - - - Critical Hdwy 6.47 6.27 4.11 - - Critical Hdwy Stg 1 5.47 - - - - - Critical Hdwy Stg 2 5.47 - - - Follow-up Hdwy 3.563 3.363 2,209 - - Pot Cap-1 Maneuver 490 714 1228 - - Stage 1 729 - - - Stage 2 796 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 487 714 1228 Mov Cap-2 Maneuver 487 - - - - - Stage 1 724 - - Stage 2 796 - - - - - Lt. HCM Control Delay, s 11.5 0.3 _.&_ 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1228 - 663 HCM Lane V/C Ratio 0.006 - 0.167 HCM Control Delay (s) 8 0 11.5 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0 - 0.6 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lanes, Volumes, Timings 1: Weyerhaeuser Way S & North Site Access 03/26/2018 --v 4\ t I # Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Y .4 T Traffic Volume (vph) 16 80 3 432 534 22 Future Volume (vph) 16 80 3 432 534 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 914 502 392 Travel Time (s) 41.5 13.7 10.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 23% 23% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour HCM 6th TWSC 1: Weyerhaeuser Way S & North Site Access 03/26/2018 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Vol, veh/h 16 80 3 432 534 22 Future Vol, veh/h 16 80 3 432 534 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 23 23 3 3 3 3 Mvmt Flow 17 87 3 470 580 24 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1068 592 604 0 - 0 Stage 1 592 - - - - - Stage 2 476 - - - - - Critical Hdwy 6.63 6.43 4.13 - - - Critical Hdwy Stg 1 5.63 - - - - Critical Hdwy Stg 2 5.63 - - - - - Follow-up Hdwy 3.707 3.507 2.227 - - - Pot Cap-1 Maneuver 224 469 969 - - - Stage 1 514 - - - Stage 2 584 - - - Platoon blocked, % _ Mov Cap-1 Maneuver 223 469 969 - - Mov Cap-2 Maneuver 223 - - - - Stage 1 512 - - - Stage 2 584 - - Approach EB NB SB HCM Control Delay, s 17.3 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 969 - 396 - HCM Lane V/C Ratio 0.003 - 0.264 - HCM Control Delay (s) 8.7 0 17.3 - HCM Lane LCS A A C - HCM 95th %tile Q(veh) 0 - 1 - - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Mid -North Site Access 03/26/2018 -A --i 'i I i Lane Group ESL EBR NBL NBT SBT SBR Lane Configurations Y 4 1� Traffic Volume (vph) 21 85 4 414 593 21 Future Volume (vph) 21 85 4 414 593 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1071 560 502 Travel Time (s) 48.7 15.3 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 11% 11% 2% 2% 5% 5% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summefy Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour HCM 6th TWSC 2: Weyerhaeuser Wad/ S & Mid -North Site Access _ 03/26/2018 Intersection Int Delay, slveh 1.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 1� Traffic Vol, veh/h 21 85 4 414 593 21 Future Vol, veh/h 21 85 4 414 593 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 11 11 2 2 5 5 Mvmt Flow 23 92 4 450 645 23 MajorlMinor Minor2 Majors Major2 Conflicting Flow All 1115 657 668 0 0 Stage 1 657 - - - - Stage 2 458 - - - - - Critical Hdwy 6.51 6.31 4.12 - - - Critical Hdwy Stg 1 5.51 - - - - Critical Hdwy Stg 2 5.51 - - - Follow-up Hdwy 3.599 3.399 2.218 - Pot Cap-1 Maneuver 221 449 922 - Stage 1 499 - - - Stage 2 618 - - - Platoon blocked, % - Mov Cap-1 Maneuver 220 449 922 - Mov Cap-2 Maneuver 220 - - - Stage 1 496 - - - - Stage 2 618 - - - - Approach E8 NB SB HCM Control Delay, s 19 0.1 0 HCM LOS C Minor LanelMa or Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh1h) 922 - 372 - HCM Lane WC Ratio 0.005 - 0.31 - HCM Control Delay (s) 8.9 0 19 - HCM Lane LOS A A C - HCM 95th %tile Q(veh) 0 - 1.3 - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Lanes, Volumes, Timings 3: Weyerhaeuser Way S & Mid -South Site Access 03/26/2018 --* -,* .4\ t 4 Lane Group EBL EBR NSL NBT SBT SBR Lane Configurations Y 4 T Traffic Volume (vph) 12 17 2 396 680 1 Future Volume (vph) 12 17 2 396 680 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1072 719 274 Travel Time (s) 48.7 19.6 7.5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 2% 2% 5% 5% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour HCM 6th TWSC 3: Weyerhaeuser Way S & Mid -South Site Access 03/26/2018 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Vol, veh/h 12 17 2 396 680 1 Future Vol, veh/h 12 17 2 396 680 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak dour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 2 2 5 5 Mvmt Flow 13 18 2 430 739 1 Major/Minor Minor2 Ma or1 MaJcr2 Conflicting Flow All 1174 740 740 0 - 0 Stage 1 740 - - - - Stage 2 434 - - - - - Cdfical Hdwy 6.4 6.2 4.12 - - - Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.4 - - Follow-up Hdwy 3.5 3.3 2.218 Pot Cap-1 Maneuver 214 420 867 Stage 1 475 - - Stage 2 658 - - Platoon blocked, % Mov Cap-1 Maneuver 213 420 867 - Mov Cap-2 Maneuver 213 - - - - Stage 1 474 - - - - - Stage 2 658 - - - - - Approach _ EB N8 SB HCM Control Delay, s 18.4 0 0 HCM LOS C Minor Lane/Major M_ v_mt NBL NBT EBLn1 SST SBR Capacity (veh/h) 867 - 300 - HCM Lane V/C Ratio 0.003 - 0.105 - HCM Control Delay (s) 9.2 0 18.4 - - HCM Lane LOS A A C - HCM 95th %tile Q(veh) 0 - 0.3 - - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Lanes, Volumes, Timings 4: Weyerhaeuser WayS & South Site Access 03/2612018 -'* 4\ I Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Y 4 T Traffic Volume (vph) 33 145 9 365 659 38 Future Volume (vph) 33 145 9 365 659 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1049 758 719 Travel Time (s) 47.7 20.7 19.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 6% 6% 2% 2% 6% 6% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Sure 11& Area Type: Other Control Type: Unsignalized IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour HCM 6th TWSC 4: Weyerhaeuser Way S & South Site Access 03/26/2018 Intersection Int Delay, s/veh 4 Movement FBL EBR NBL NBT SBT SBR Lane Configurations Y .4 1� Traffic Vol, veh/h 33 145 9 365 659 38 Future Vol, veh/h 33 145 9 365 659 38 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 6 6 2 2 6 6 Mvmt Flow 36 158 10 397 716 41 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1154 737 757 0 _ 0 Stage 1 737 - - - - Stage 2 417 - - - - Critical Hdwy 6.46 6.26 4.12 - Critical Hdwy Stg 1 5.46 - - Critical Hdwy Stg 2 5.46 - - - - Follow-up Hdwy 3.554 3.354 2.218 - - Pot Cap-1 Maneuver 214 412 854 - - Stage 1 466 - - - - Stage 2 657 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 211 412 854 - - - Mov Cap-2 Maneuver 211 - - - - - Stage 1 459 - - - - - Stage 2 657 - - - A2proach FB NB SB HCM Control Delay, s 27.3 0.2 _ 0 HCM LOS D Mincr Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh1h) 854 - 350 - - HCM Lane WC Ratio 0.011 - 0.553 - - HCM Control Delay (s) 9.3 0 27.3 - - HCM Lane LOS A A D - - HCM 95th %tile Q(veh) 0 - 3.2 - - IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Transportation Impact Study Greenline Business Park— Federal Way, WA Appendix D Trip Generation Calculations J J J I J C O a oo- O O N ^ M q Cl) M cC N a o- Q Vj C) ❑ a N M N Y U 1 t C) Z co o co m v 10 w c o 0 v v h kn 0 `m c N v < n 'C r COY U C N W N Y m co cn U 2 r O r N m vi < V 4 V N O a) O c r o w o �0- e m cn cn C: — N o of 0 o- la o OL Y n W o o o 0 a � o _ o m o a u 9 � x m a a a 'w 0 x o d 3 x 2 c O `u c o d N — h a0 N LU� J C> cn V V V _ N "y 0 oCD CDM co CD 10 10 C 10 O O N 0 W W I 4 p d O- O-0 J C q d C d It jq C Z LU I"� Transportation Impact Study Greenline Business Park —Federal Way, WA Appendix E City's EMME/2 Traffic Model Distribution Plot 4 n � o• e � rr 0 0 r s s > I r � � 6 Oi l[ 11 ' t � � u G V 0 � e - - - a ` 0 n o � � � � v ' s a I P �. � » Ij I 1 r o � e ' � � t n o n ` a 9 � rJf% p � 0 ♦ ' I e a o. 9 i � 1 f 1 l III 1 1 0 .. c a o � o a a e o .� � � ° e r a o I � � =-1 a a o � o e+ J c. 0 I}I' e .. .. f e � e a � �.,.� e a � v _l, �- I, .e. I� — a .e e d � a: o.. jtI � + n I a 1 r �� _I Q 9 v. ` ~ e. a .� _ ` � S S-� 0 C � 7 ! � e.. a i e �a � � a � 0 � i 0 P ■ s 0 Q = a o o � v o l i T c o a s o s o v 0 a .a I s v .«I I o I a 0 m [ I r n e n a 1 o Q R [ [ s R H a a 4 A ' a R w r tt w � o [ a r 0 ' o a e a 1 i #III a {II � wI _e [ s = • 1 �1v ' ° I • f� ++� J II o J! .fn f i e e I e I P Il� ° R 1 + v 0 f o I! o p o r P � v w _.I ti ti fi n I o I� R ^ I 4� p ' t s s v r e •� r � ` v � o � t t ter r • r s r t = [ i 7 i l t n• �_ r a r o � �r t ti r t s s r f ° v o ^ 0 ° o r s p f Y t wig y I I s 1 A ~ s ■ r IN% f r i o at op 6 M t a r s � 0 ° IT e i n n 1 i a o oe ..o i ° v " _ d v ° _ s c i r x r r o 0 p u ° e o ° o e e e a � ° � � t i s v n a � ° y e r . - a � P o " } A a c C c o 0 ' i o o s ° � r c ° III o v a - ° ❑ o a v a ° _ " n e ° a .. v .. o ' 0 " o 0 a v e c ` i � r v o p a o " ° " a v e e ° A o r 6 � " a o e 0 4 �f �" �- n a u o a � r Transportation Impact Study Greenline Business Park —Federal Way, WA 1 I 1 I I j I 1 j Appendix F City of Federal Way Concurrency Results at Weyerhaeuser Way S / S 336th Street Lanes, Volumes, Timings 8: Weyerhaeuser W S & S 336 St 03/28/2018 --* 4N t 4 Lane Group EBL ESR NBL NST SBT SBR Lane Configurations r + } r Traffic Volume (vph) 255 535 688 157 437 459 Future Volume (vph) 255 535 688 157 437 459 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 1 % 1 % -1 % Storage Length (ft) 0 100 50 350 Storage Lanes 0 1 1 1 Taper Length (ft) 100 100 Link Speed (mph) 35 35 35 Link Distance (ft) 1508 1232 3963 Travel Time (s) 29.4 24.0 77.2 Confl. Peds. (#/hr) 10 10 10 10 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Sus Blockages (#/hr) 0 2 2 0 2 2 Shared Lane Traffic (%) Sign Control Yield Yield Yield Intersection Summary Area Type: Olher Control Type: Roundabout Greenline BP 17-105491-CN Synchro 10 Report 2020 Horizon HCM 6th Roundabout 8: Weyerhaeuser Wy S & S 336 St 03/28/2018 Intersection Intersection Delay, s/veh 12.7 Intersection LOS B Approach EB NB sb Entry Lanes 2 2 2 Conflicting Circle Lanes 2 2 2 Adj Approach Flow, veh/h 790 845 896 Demand Flow Rate, veh/h 806 862 914 :Vehicles Circulating, veh/h 446 260 702 Vehicles Exiting, veh/h 1170 992 420 Ped Vol Crossing Leg, #/h 10 10 10 Ped Cap Adj 0.993 0.991 0.996 Approach Delay, slveh 10.1 11.8 15.7 Approach LOS B B C Lane Left Right Lett Right Left Right Designated Moves L TR L TR LT R Assumed Moves L TR L TR LT R RT Channelized Lane Util 0.323 0.677 0.814 0.186 0.488 0.512 Follow -Up Headway, s 2.667 2.535 2.667 2.535 2.667 2.535 Critical Headway, s 4.645 4.328 4.645 4.328 4.645 4.328 Entry Flow, veh/h 260 546 702 160 446 468 Cap Entry Lane, veh/h 896 972 1063 1138 708 782 Entry HV Adj Factor 0.981 0.980 0.980 0.980 0.980 0.981 Flow Entry, veh/h 255 535 688 157 437 459 Cap Entry, veh/h 872 946 1032 1106 691 764 WC Ratio 0.292 0.566 0.667 0.142 0.633 0.601 Control Delay, s/veh 7.3 11.5 13.5 4.5 16.9 14.5 LOS A B B A C B 95th %tile Queue, veh 1 4 5 0 5 4 Greenline BP 17-105491-CN Synchro 10 Report 2020 Horizon