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011 Tranportation Impact Analysis Greenline Business Park Federal Way, WA Transportation Impact Analysis April 27, 2018 Prepared for: Federal Way Campus, LLC 4020 Kinross Lakes Parkway, Suite 200 Richfield, OH 44286 Prepared by: TENW Transportation Engineering NorthWest 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 Office: (425) 889-6747 Fax: (425) 889-8369 Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page i Table of Contents EXECUTIVE SUMMARY ............................................................................................................1 Project Description................................................................................................................2 Project Approach..................................................................................................................2 Primary Data and Information Sources ......................................................................................3 EXISTING CONDITIONS ...........................................................................................................6 Roadway Network ...............................................................................................................6 Transit Service......................................................................................................................6 Bicycle & Pedestrian Facilities .................................................................................................6 Existing Traffic Volumes..........................................................................................................6 Existing Level of Service .........................................................................................................9 FUTURE CONDITIONS AND PROJECT IMPACTS .......................................................................12 Future Road Network ..........................................................................................................12 Project Trip Generation........................................................................................................12 Project Trip Distribution and Assignment ..................................................................................13 Future Traffic Volumes..........................................................................................................13 Future Level of Service .........................................................................................................20 Site Access Evaluation.........................................................................................................21 SimTraffic Queue Analysis....................................................................................................25 Weyerhaeuser Way Assessment ...........................................................................................25 Mitigation .........................................................................................................................26 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 336th Street Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page ii Figures Figure 1 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 Intersections1 ............................................10 Table 3 2018 Existing Level of Service Summary ........................................................................11 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 Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 1 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 I-5 and Weyerhaeuser Way S, north of S 336th Street and south of S 323rd 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 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, 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. City Traffic Impact 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 Way S The project proposes to construct a second southbound lane along the project frontage on Weyerhaeuser Way S north of S 336th Street to accommodate future traffic volumes including traffic generated by the Greenline Business Park development. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 2 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 336th 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 I-5 and Weyerhaeuser Way S, north of S 336th Street and south of S 323rd 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. I-5 SB Ramps / S 320th Street (signalized) 2. I-5 NB Ramps / S 320th Street (signalized) 3. 32nd Avenue S / S 320th Street (signalized) 4. Weyerhaeuser Way S / S 320th Street (signalized) 5. Weyerhaeuser Way S / S 323rd Street (stop controlled) 6. Pacific Highway S / S 336th Street (signalized) 7. 20th Avenue S / S 336th Street (signalized) 8. Weyerhaeuser Way S / S 336th 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) 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 336th Street (roundabout) 3. Weyerhaeuser Way S / 33rd Place S (roundabout) 4. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 5. Weyerhaeuser Way S / SR-18 EB Ramps (signalized) Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 3 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- Project). 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 320th Street. Evaluated the roadway capacity of Weyerhaeuser Way S north of S 336th 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, 10th 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), 6th Edition, 2016. City of Federal Way EMME/2 Traffic Model Distribution Plots. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 4 Figure 1 Project Site Vicinity Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 5 Figure 2 Preliminary Site Plan Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 6 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 Existing Roadway Network Summary – Project Site Vicinity Roadway Orientation Classification Speed Limit Number of Travel Lanes Sidewalks Bicycle 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 336th 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 336th 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 conducted by the City of Federal Way as part of the transportation concurrency evaluation, and is not included in this TIA. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 7 Figure 3 2018 Existing Weekday AM Peak Hour Traffic Volumes Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 8 Figure 4 2018 Existing Saturday PM Peak Hour Traffic Volumes Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 9 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. I-5 SB Ramps / S 320th Street (signalized) 2. I-5 NB Ramps / S 320th Street (signalized) 3. 32nd Avenue S / S 320th Street (signalized) 4. Weyerhaeuser Way S / S 320th Street (signalized) 5. Weyerhaeuser Way S / S 323rd Street (stop controlled) 6. Pacific Highway S / S 336th Street (signalized) 7. 20th Avenue S / S 336th Street (signalized) 8. Weyerhaeuser Way S / S 336th 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 336th Street (roundabout) 3. Weyerhaeuser Way S / 33rd 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 (6th Edition) LOS criteria for signalized and stop-controlled intersections based on these methodologies. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 10 Table 2 LOS Criteria for Signalized and Stop-Controlled Intersections1 SIGNALIZED INTERSECTIONS STOP-CONTROLLED INTERSECTIONS LOS by Volume-to Capacity (V/C) Ratio2 LOS by Volume-to Capacity (V/C) Ratio3 Control Delay (sec/veh) 1.0 > 1.0 Control Delay (sec/veh) 1.0 > 1.0  10 A F  10 A F > 10 to  20 B F > 10 to  15 B F > 20 to  35 C F > 15 to  25 C F > 35 to  55 D F > 25 to  35 D F > 55 to  80 E F > 35 to  50 E F > 80 F F > 50 F F 1 Source: Highway Capacity Manual, 6th Edition, Transportation Research Board, 2016. 2 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 Capacity Manual, Transportation Research Board (HCM 6th Edition). The Synchro 10.1 software was used to determine LOS results for stop controlled and signalized intersections. The Sidra 7.0 software 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 Appendix C. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 11 Table 3 2018 Existing Level of Service Summary 2018 Existing Study Intersection/Movement LOS Delay (sec)v/c1 Weekday AM Peak Hour Signalized 1. I-5 SB Ramps / S 320th Street B 19.4 0.74 2. I-5 NB Ramps / S 320th Street C 26.3 0.87 3. 32nd Avenue S / S 320th Street A 4.8 0.47 4. Weyerhaeuser Way S / S 320th Street A 9.4 0.54 6. Pacific Highway S / S 336th Street D 38.5 0.86 7. 20th Avenue S / S 336th Street A 8.1 0.55 10. Weyerhaeuser Way S / SR-18 WB Ramps C 29.2 0.90 11. Weyerhaeuser Way S / SR-18 EB Ramps B 15.6 0.81 Roundabout 8. Weyerhaeuser Way S / S 336th Street A 6.8 0.38 9. Weyerhaeuser Way S / 33rd Place S A 3.8 0.29 Stop Controlled 5. Weyerhaeuser Way / S 323rd Street Northbound Left-Turn A 8.0 0.08 Eastbound Right-Turn A 0.0 0.0 Eastbound Left-Turn A 9.6 0.01 Saturday PM Peak Hour Stop Controlled 1. Weyerhaeuser Way / S 323rd Street Northbound Left-Turn A 7.5 0.01 Eastbound Left-Turn B 10.2 0.01 Eastbound Right-Turn A 9.0 0.01 Roundabout 2. Weyerhaeuser Way S / S 336th Street A 6.8 0.20 3. Weyerhaeuser Way S / 33rd Place S A 3.7 0.16 Signalized 4. Weyerhaeuser Way S / SR-18 WB Ramps B 12.8 0.69 5. Weyerhaeuser Way S / SR-18 EB Ramps B 10.7 0.60 1. v/c shown at signalized intersections is the max v/c ratio for all lane groups. 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 v/c 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. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 12 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 I-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 I-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 324th 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 (TIF). Project Trip Generation The trip generation estimates for the Greenline Business Park were based on methodology documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual 10th 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 New Trips Generated (PASSENGER VEHICLES ONLY) New Trips Generated (TRUCKS ONLY) Total New Trips Generated (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 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. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 13 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. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 14 Figure 5 Weekday AM Peak Hour Net Project Trip Assignment Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 15 Figure 6 Saturday PM Peak Hour Net Project Trip Assignment Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 16 Figure 7 2020 Without Project Weekday AM Peak Hour Traffic Volumes Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 17 Figure 8 2020 Without Project Saturday PM Peak Hour Traffic Volumes Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 18 Figure 9 2020 With Project Weekday AM Peak Hour Traffic Volumes Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 19 Figure 10 2020 With Project Saturday PM Peak Hour Traffic Volumes Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 20 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 Study Intersection/Movement LOS Delay (sec)v/c1 LOS Delay (sec)v/c1 Weekday AM Peak Hour Signalized 1. I-5 SB Ramps / S 320th Street C 21.3 0.79 C 22.2 0.86 2. I-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 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 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 / 33rd 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 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. V/c shown at signalized intersections is the max v/c ratio for all lane groups. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 21 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 6. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 22 Figure 11 Weekday PM Peak Hour Net Project Trip Assignment Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 23 Figure 12 2020 With Project Weekday PM Peak Hour Traffic Volumes Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 24 Table 6 Future 2020 Peak Hour Site Access Level of Service Summary 2020 With Project Study Intersection/Movement LOS Delay (sec)v/c1 95th % 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. Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 25 SimTraffic Queue Analysis Future 2020 weekday AM and Saturday PM peak hour queueing anal yses with the proposed Greenline Business Park development were conducted at the I-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. Weyerhaeuser Way Assessment 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 (DDHV). 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. Table 7 Weekday AM Peak Hour Queue Summary Weekday AM Peak Hour Study Intersection/Movement Storage (feet) 2020 Baseline 2020 With- Project I-5 SB Ramps / S 320th Street Eastbound Right-Turn 400’ 100’ 125’ Westbound Left-Turn 200’ 200’ 275’ Southbound Left-Turn 300’+ 150’ 175’ Southbound Left-Thru 300’+ 150’ 175’ Southbound Right-Turn 300’+ 200’ 175’ I-5 NB Ramps / S 320th Street Northbound Left-Turn 275’ 250’ 300’ Northbound Left-Thru-Right 500’+ 325’ 400’ Weyerhaeuser Way S / SR-18 WB Ramps Westbound Left-Turn 500’+ 375’ 375’ Westbound Right-Turn 85’ 150’ 150’ Northbound Left-Turn 395’ 300’ 275’ Weyerhaeuser Way S / SR-18 EB Ramps Eastbound Left-Turn 500’+ 275’ 275’ Eastbound Right-Turn 430’ 100’ 100’ Southbound Left-Turn 520’ 225’ 250’ Note: all queues represent 95th percentile queues Transportation Impact Analysis Greenline Business Park – Federal Way, WA TENW April 27, 2018 Page 27 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 (TIF). 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 Fee Rate =Basic Trip Rate X Percent New Trips X Trip Length Factor X Per Trip Fee 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 Manual (10th Edition, year 2016) for land use code (LUC 130) Industrial Park. Table 8 Independent Traffic Impact Fee Rate Calculation A B C D E = A x B x C x D Trip Rate (PM Trips/1,000 SF) Percent New Trips Trip Length Factor Cost Per PM Trip End (2018) Traffic Impact Fee Rate 0.40 100%1.29 $3,398 $1.75 per SF 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 336th Street to accommodate future traffic volumes including traffic generated by the Greenline Business Park development Transportation Impact Study Greenline Business Park – Federal Way, WA Appendix A City of Federal Way TIA Scoping Sheet Public Works Traffic Department TIA Scoping Sheet 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 323rd St. and S 336th 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 ramps 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 320th St. for WBL from trucks 4. Perform SimTraffic to model the queuing for ramps terminal on Weyerhaeuser Way and S 320th 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 336th 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 336th 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 Guidelines\Pre-Application Comments\Warehouse Scoping.doc Transportation Impact Study Greenline Business Park – Federal Way, WA Appendix B Existing Peak Hour Traffic Count Data www.idaxdata.com 13 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 2 1 2 1 1 4 1 0 12 50000005 10 0 Peak Hour 31 21 0 12 64 0 0 0 0 0 0 0 2Count Total 72 48 0 28 148 0 0 0 00000008:45 AM 14 5 0 3 22 0 0 0 0 1 0 0 8:30 AM 13 8 0 7 28 0 0 0 0 0 0 0 1 3 1 0 8:15 AM 10 3 0 5 18 0 0 0 0 0 0 0 0 0 1 0 8:00 AM 3 6 0 3 12 0 0 0 0 0 0 0 0 2 0 0 7:30 AM 10 6 0 3 19 0 0 0 0 0 0 0 0 1031700 1 16 0 EB WB NB SB Total East 7:45 AM 10 3 0 3 16 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 0 7:15 AM 8 6 0 0 0 0 0 1 West North South 7:00 AM 4 11 0 0 0 904 0 0 0 0 0 0 466 2,874 000001438403022772300 Count Total 0 0 1,751 750 0 397 1,489 249 17 919 5,572 0 746 2,735000310115033255000 29 2 117 677 2,763 8:45 AM 0 0 225 87 0 0 0 0 0 0 665 2,842 8:30 AM 0 0 212 79 0 30 208 0 0 0 32 1 126053167000 42 2 107 647 2,874 8:15 AM 0 0 197 89 0 0 0 0 0 0 774 2,837 8:00 AM 0 0 197 79 0 41 179 0 0 0 34 0 145061221000 34 3 103 756 0 7:45 AM 0 0 217 96 0 0 0 0 0 0 697 0 7:30 AM 0 0 248 120 0 72 176 0 0 0 33 3 111 0 7:15 AM 0 0 242 108 0 0 0 0 0 07:00 AM 0 0 213 92 0 54 136 Interval Start S 320TH ST S 320TH ST I-5 SB RAMPS I-5 SB RAMPS 15-min TotalUTLTTHRT 0 53 147 0 0 0 14 6 95 610 0.89 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Tue, Oct 24, 2017 Peak Hour Count Period: 7:00 AM 9:00 AM SB 1.9%0.86 TOTAL 2.2%0.93 TH RT WB 2.2%0.84 NB -- Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 2.4% 0 0005 00 0N I-5 SB RAMPS S 320TH ST S 320TH ST I-5 SB RAMPSS 320TH ST I-5 SB RAMPS2,874TEV: 0.93PHF:4668143617000 723 227 950 1,0470 00006380403 904 0 1,307 1,189 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 14 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 1 2 4 1 4 1 0 14 80000215 8 0 Peak Hour 20 27 13 0 60 0 0 0 0 0 0 4 2Count Total 48 47 32 0 127 0 0 0 00000008:45 AM 8 3 4 0 15 0 0 0 0 1 0 0 8:30 AM 11 5 6 0 22 0 0 0 0 0 0 2 0 2 1 0 8:15 AM 8 4 5 0 17 0 0 0 0 0 0 0 0 1 2 0 8:00 AM 3 9 5 0 17 0 0 0 0 0 0 1 0 1 0 0 7:30 AM 6 8 3 0 17 0 0 0 0 0 0 0 0 1501400 0 13 0 EB WB NB SB Total East 7:45 AM 5 7 0 0 12 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 6 3 0 0 0 0 0 1 West North South 7:00 AM 1 8 4 0 0 630 539 0 651 5 502 0 0 2,588 03183272000418006243230 Count Total 0 0 1,127 841 0 0 1,237 0 0 0 4,902 0 647 2,373146000000176550116 0 0 0 570 2,408 8:45 AM 0 0 135 118 54 0 93 1 37 0 544 2,542 8:30 AM 0 0 125 113 0 0 147 0 56 0 0 0 00015846061 0 0 0 612 2,588 8:15 AM 0 0 126 97 75 0 71 1 84 0 682 2,529 8:00 AM 0 0 139 97 0 0 145 1 74 0 0 0 000174690103 0 0 0 704 0 7:45 AM 0 0 173 88 90 0 77 0 67 0 590 0 7:30 AM 0 0 158 128 0 0 184 1 47 0 0 0 0 0 7:15 AM 0 0 160 105 61 0 63 0 91 07:00 AM 0 0 111 95 0 0 132 Interval Start S 320TH ST S 320TH ST I-5 NB RAMPS I-5 NB RAMPS 15-min TotalUTLTTHRT 0 0 121 89 0 67 0 0 0 553 0.92 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Tue, Oct 24, 2017 Peak Hour Count Period: 7:00 AM 9:00 AM SB -- TOTAL 2.3%0.92 TH RT WB 2.9%0.86 NB 2.2%0.83 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 1.9% 0 0005 01 2N I-5 NB RAMPS S 320TH ST S 320TH ST I-5 NB RAMPSS 320TH ST I-5 NB RAMPS2,588TEV: 0.92PHF:00003260323 624 0 947 9020 27233185934180418 630 0 1,048 942 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 15 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 2 0 1 3 1 1 1 9 63000102 2 5 Peak Hour 19 25 1 0 45 0 0 0 0 0 0 2 0Count Total 42 45 1 0 88 0 0 0 10000008:45 AM 7 2 0 0 9 0 0 1 0 0 0 1 8:30 AM 8 5 0 0 13 0 0 0 0 0 0 0 0 0 1 1 8:15 AM 7 4 0 0 11 0 0 0 0 0 0 1 0 0 1 0 8:00 AM 6 7 0 0 13 0 0 0 0 0 0 0 0 0 0 2 7:30 AM 4 7 1 0 12 0 0 0 0 0 0 0 0 0001100 0 10 0 EB WB NB SB Total East 7:45 AM 2 7 0 0 9 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 7 4 0 0 0 0 0 0 West North South 7:00 AM 1 9 0 3 0 675 0 0 36 0 17 0 0 1,895 0130600022004793100 Count Total 5 0 1,249 368 0 81 1,745 1 0 0 3,502 0 417 1,664020000012227006 0 0 0 372 1,751 8:45 AM 1 0 130 39 0 0 10 0 3 0 412 1,877 8:30 AM 0 0 132 34 0 6 187 0 6 0 0 0 0011209002 0 0 0 463 1,895 8:15 AM 0 0 136 48 0 0 1 0 1 0 504 1,838 8:00 AM 1 0 153 73 0 15 219 0 2 0 0 0 0010238003 0 0 0 498 0 7:45 AM 1 0 189 61 0 0 6 0 2 0 430 0 7:30 AM 0 0 158 58 0 12 262 0 1 0 0 0 0 0 7:15 AM 1 0 175 28 0 0 5 0 0 07:00 AM 1 0 176 27 0 5 191 Interval Start S 320TH ST S 320TH ST 32ND AVE S 32ND AVE S 15-min TotalUTLTTHRT 0 10 212 0 0 3 1 0 0 406 0.89 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Tue, Oct 24, 2017 Peak Hour Count Period: 7:00 AM 9:00 AM SB -- TOTAL 2.4%0.94 TH RT WB 2.6%0.89 NB 5.3%0.59 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 2.1% 0 0002 30 1N 32ND AVE S S 320TH ST S 320TH ST 32ND AVE SS 320TH ST 32ND AVE S1,895TEV: 0.94PHF:0000000 931 47 978 6810 6013192670220 675 0 898 947 3 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 16 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 1 1 0 Peak Hour WB 2.5%0.88 NB 2.0%0.92 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 2.5%0.90 Date: Tue, Oct 24, 2017 Peak Hour Count Period: 7:00 AM 9:00 AM UT LT TH RT Interval Start S 320TH ST S 320TH ST WEYERHAUSER WAY S 0 15-min TotalUTLTTHRT SB -- TOTAL 2.5%0.89 TH RT 7:00 AM 0 0 175 5 0 24 189 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound 0 27 205 0 0 15 0 0 0 436 0 7:15 AM 0 0 163 13 0 0 10 0 33 0 0 0 0 522 0 7:45 AM 0 0 182 8 0 0 16 0 31 0 464 0 7:30 AM 1 0 157 8 1 49 259 0 41 0 0 0 0 558 1,980 8:00 AM 0 0 141 13 0 37 212 0 34 0 0 0 00752390020 0 50 210 0 0 7 0 0 0 451 1,995 8:15 AM 0 0 128 14 0 0 18 0 30 0 0 0 0 418 1,866 8:45 AM 0 0 115 18 0 0 19 0 33 0 439 1,970 8:30 AM 0 0 121 19 0 41 185 0 30 0 0 0 0 440 1,74802100000532200013 1 188 915 0 0 Count Total 1 0 1,182 98 1 356 1,719 0 0 0 3,728 0 0 0 0 0 0 0 West North South 7:00 AM 2 8 2 1 0 643 0 0 118 0 253 0 0 1,995 069013600042 0 12 0 EB WB NB SB Total East 7:45 AM 2 9 2 0 13 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 7 6 0 0 0 0 7:30 AM 3 8 1 0 12 0 0 0 0 0 0 0 0 0101400 0 0 8:15 AM 8 5 1 0 14 0 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 8:45 AM 8 10 1 0 19 0 1 0 0 0 0 0 8:30 AM 8 7 4 0 19 1 0 0 0 0 0 0 0 0 0 0 1000000 0 1 Peak Hr 17 28 4 0 49 0 0 0 0 0 1 0 0Count Total 43 58 12 0 113 1 0000000 0 00 0 00 0N WEYERHAUSER WAY S S 320TH ST S 320TH ST WEYERHAUSER WAY SS 320TH ST 1,995TEV: 0.89PHF: 915 188 1104 7801 13669205230042 643686 985 1 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com Peak Hour:07:15 AM - 08:15 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S S 323RD ST (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY S & S 323RD ST AM Thursday, November 16, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk9005 0 0 203 178 261199 5 92 N S EW 0 1948317800S 323RD ST WEYERHAEUSER WEYERHAEUSER 469 0 00N S EW 00 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 460000022430033101201 7:15 AM 46900001747003199301 7:30 AM 468000021340053110002 7:45 AM 463000032520063150102 8:00 AM 437000013450047110104 8:15 AM 0 1 0 0 14 36 0 0 45 98002 8:30 AM 0 0 0 0 11 42 0 0 46 105303 8:45 AM 0 0 0 0 13 44 0 0 62 124005 Count Total 0 1 0 0 143 343 0 0 380 89710020 Peak Hour 0 0 0 0 83 178 0 0 194 469509 HV%PHF 0.42 0.78 0.78 0.0% 2.3% 1.5% 1.9%0.78 EB WB NB SB All 0000 0 0 3 6 63 0 0 N S EW 0 30600Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 0 1 0 1 7:15 AM 0 3 2 5 7:30 AM 0 0 0 0 7:45 AM 0 3 0 3 8:00 AM 0 0 1 1 8:15 AM 0 0 0 0 8:30 AM 0 2 3 5 8:45 AM 0 0 11 11 Count Total 0 9 17 26 Peak Hour 0 6 3 9 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 1 0 0 1 8:30 AM 1 0 0 1 8:45 AM 0 0 0 0 Count Total 2 0 0 2 Peak Hour 0 0 0 0 www.idaxdata.com 19 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 1 5 3 4 2 2 1 6 24 111000262 6 3 Peak Hour 19 13 35 33 100 0 0 0 0 0 0 8 7Count Total 45 24 82 55 206 0 1 2 10000028:45 AM 3 4 12 10 29 0 0 0 1 0 0 0 8:30 AM 7 3 11 14 35 0 0 0 0 0 0 0 2 0 0 0 8:15 AM 4 2 6 7 19 0 0 0 0 0 0 0 2 1 1 0 8:00 AM 5 4 6 2 17 0 0 0 0 0 0 2 0 1 1 1 7:30 AM 5 5 8 7 25 0 0 0 0 0 0 2 0 21362500 5 25 0 EB WB NB SB Total East 7:45 AM 11 5 11 4 31 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 5 1 0 0 0 0 1 0 West North South 7:00 AM 5 0 15 0 152 209 133 13 621 1,229 74 24 203 2,644 0331611332044374146060380738 Count Total 0 248 483 268 0 99 739 86 640 326 4,983 0 731 2,64416487111135001910920194 17 99 57 668 2,624 8:45 AM 0 39 47 49 14 4 81 150 7 2 637 2,552 8:30 AM 0 40 58 37 0 18 84 143 7 8 12 84 500119417281 4 78 46 608 2,465 8:15 AM 0 41 53 34 22 1 75 154 11 3 711 2,339 8:00 AM 0 32 51 26 0 12 93 151 15 3 10 62 42015135292110 11 85 34 596 0 7:45 AM 0 30 83 24 12 0 80 145 3 1 550 0 7:30 AM 0 19 70 34 0 10 92 158 12 0 14 61 24 0 7:15 AM 0 20 73 37 8 1 40 164 11 07:00 AM 0 27 48 27 0 7 61 Interval Start S336TH ST S336TH ST PACIFIC HWY S PACIFIC HWY S 15-min TotalUTLTTHRT 0 7 71 11 2 60 7 58 23 482 0.94 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Tue, Oct 24, 2017 Peak Hour Count Period: 7:00 AM 9:00 AM SB 5.1%0.89 TOTAL 3.8%0.90 TH RT WB 2.5%0.87 NB 3.6%0.92 Peak Hour: 8:00 AM 9:00 AM HV %:PHF EB 3.7% 0 0002 16 2N PACIFIC HWY S S336TH ST S336TH ST PACIFIC HWY SS336TH STPACIFIC HWY S2,644TEV: 0.9PHF:203374446418562073 380 60 513 2860 336113319835888146 209 152 507 914 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com Peak Hour:07:30 AM - 08:30 AM 20TH AVE S 20TH AVE SS 336TH STS 336TH ST (303) 216-2439 www.alltrafficdata.net Location:3 20TH AVE S & S 336TH ST AM Thursday, November 16, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk2704847 442 95 9 247 13 79 60 584 358 94108 269 500 N S EW 0 0 4310630S 336TH ST S 336TH ST20TH AVE S20TH AVE S1,026 1 200N S EW 1100 1 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 930025705680000411500715 7:15 AM 9890465095602201431792589 7:30 AM 1,02602540271110500191251110174 7:45 AM 995058305313401700513505102611 8:00 AM 891034701394070013120927166 8:15 AM 0 3 63 0 2 103 0 2 0 0 11 1 21612046 8:30 AM 0 3 59 0 12 100 0 1 2 0 18 0 22011329 8:45 AM 0 1 63 0 11 132 0 0 2 0 11 0 24611258 Count Total 0 23 491 0 132 798 0 34 6 0 95 8 1,82113847958 Peak Hour 0 13 247 0 95 442 0 31 0 0 48 4 1,0269476327 HV%PHF 0.72 0.74 0.55 0.82 1.9% 1.7% 1.1% 6.3% 2.0%0.73 EB WB NB SB All 1041 9 0 0 5 0 5 1 10 10 10 5 10 N S EW 0 0 00010Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 1 0 1 1 3 7:15 AM 3 0 0 0 3 7:30 AM 1 0 5 1 7 7:45 AM 3 0 1 1 5 8:00 AM 0 0 3 3 6 8:15 AM 1 1 1 0 3 8:30 AM 1 0 3 3 7 8:45 AM 2 0 13 0 15 Count Total 12 1 27 9 49 Peak Hour 5 1 10 5 21 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 1 1 7:15 AM 0 0 0 1 1 7:30 AM 0 0 0 0 0 7:45 AM 0 0 2 1 3 8:00 AM 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:30 AM 1 0 0 1 2 8:45 AM 1 0 0 0 1 Count Total 2 0 2 4 8 Peak Hour 0 0 2 1 3 Peak Hour:07:30 AM - 08:30 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S S 336TH ST (303) 216-2439 www.alltrafficdata.net Location:2 WEYERHAEUSER WAY S & S 336TH ST AM Thursday, November 16, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk15750247 0 115 196 280 579286 367 576 N S EW 5 3441416005S 336TH ST WEYERHAEUSER WEYERHAEUSER 1,142 0 00N S EW 00 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 8790000000000000 7:15 AM 1,12003400584020822059019 7:30 AM 1,142219001074410728766041 7:45 AM 1,116042051335620637273055 8:00 AM 991128008236001224153029 8:15 AM 2 26 0 0 92 24 2 0 9 24255032 8:30 AM 4 28 0 4 83 31 1 0 11 26166033 8:45 AM 2 21 0 0 87 30 1 0 5 24748053 Count Total 11 198 0 9 642 261 9 0 58 1,8704200262 Peak Hour 5 115 0 5 414 160 5 0 34 1,1422470157 HV%PHF 0.80 0.75 0.78 3.3% 1.6% 0.5% 1.9%0.77 EB WB NB SB All 10010 0 1 1 3 910 12 9 N S EW 1 07200Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 3 1 2 6 7:30 AM 3 4 0 7 7:45 AM 5 2 0 7 8:00 AM 2 1 1 4 8:15 AM 2 2 0 4 8:30 AM 5 3 3 11 8:45 AM 4 5 9 18 Count Total 24 18 15 57 Peak Hour 12 9 1 22 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 1 0 0 1 Count Total 1 0 0 1 Peak Hour 0 0 0 0 Peak Hour:07:45 AM - 08:45 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S33RD PL S (303) 216-2439 www.alltrafficdata.net Location:4 WEYERHAEUSER WAY S & 33RD PL S AM Thursday, November 16, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk001650 0 56 273 538 110 79 556322 N S EW 4257 0488599 33RD PL SWEYERHAEUSER WEYERHAEUSER 939 0 00 N S EW 0000 0 0 Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 879016000850145162780 7:15 AM 91309000942254174760 7:30 AM 9370140201381169241970 7:45 AM 93911301017407853021650 8:00 AM 84901104010403551961270 8:15 AM 0 12 0 1 0 111 0 0 57 1986110 8:30 AM 3 20 0 3 0 99 0 6 60 24316360 8:45 AM 2 24 0 1 0 117 0 2 42 2121680 Count Total 6 119 0 12 0 922 3 22 467 1,72889880 Peak Hour 4 56 0 9 0 488 0 16 257 93950590 HV%PHF 0.71 0.77 0.74 0.0% 1.4% 4.4% 2.1%0.78 EB WB NB SB All 0020 0 0 12 7 0 3 810 N S EW 010 0710Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 3 0 2 5 7:15 AM 1 0 3 4 7:30 AM 5 0 4 9 7:45 AM 2 0 4 6 8:00 AM 1 0 1 2 8:15 AM 2 0 4 6 8:30 AM 3 0 3 6 8:45 AM 9 0 6 15 Count Total 26 0 27 53 Peak Hour 8 0 12 20 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 www.idaxdata.com 23 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 1 0 0 0 0 0 1 10000100 0 0 Peak Hour 0 7 16 8 31 0 0 0 0 0 0 1 0Count Total 0 13 30 21 64 0 0 0 00000008:45 AM 0 3 5 5 13 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 0 8:15 AM 0 1 3 2 6 0 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 0 7:30 AM 0 2 3 4 9 0 0 0 0 0 0 0 0 031500 1 4 0 EB WB NB SB Total East 7:45 AM 0 1 8 0 9 0 0 1 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 0 1 0 0 0 0 0 0 West North South 7:00 AM 0 1 2 0 0 0 637 0 493 610 0 0 69 1,351 02413210002490012913410 Count Total 0 0 0 0 0 239 4 0 447 138 2,568 0 310 1,224640005326024169073 0 63 18 336 1,289 8:45 AM 0 0 0 0 79 0 48 93 0 0 274 1,295 8:30 AM 0 0 0 0 0 33 2 63 0 0 0 43 10024079055 0 60 11 304 1,351 8:15 AM 0 0 0 0 78 0 45 78 0 0 375 1,344 8:00 AM 0 0 0 0 0 31 1 89 0 0 0 65 160360108061 0 68 24 342 0 7:45 AM 0 0 0 0 84 0 60 75 0 0 330 0 7:30 AM 0 0 0 0 0 31 0 79 0 0 0 56 18 0 7:15 AM 0 0 0 0 69 0 76 69 0 07:00 AM 0 0 0 0 0 29 0 Interval Start SR 18 WB SR 18 WB WEYERHAUSER WAY S WEYERHAUSER WAY S 15-min TotalUTLTTHRT 0 31 0 71 0 75 0 39 15 297 - UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Tue, Oct 24, 2017 Peak Hour Count Period: 7:00 AM 9:00 AM SB 2.5%0.86 TOTAL 2.3%0.90 TH RT WB 1.5%0.82 NB 2.8%0.91 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB - 0 0000 00 1N WEYERHAUSER WAY S SR 18 WB SR 18 WB WEYERHAUSER WAY SSR 18 WBWEYERHAUS ER WAY S1,351TEV: 0.9PHF:6924903186620341 1 129 471 00 032124156237800 0 0 0 311 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com www.idaxdata.com 22 to to Two-Hour Count Summaries Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Total 0 0 0 0 0 0 0 0 0 00101000 0 0 Peak Hour 7 0 17 10 34 0 0 0 1 0 1 0 0Count Total 14 0 30 23 67 0 0 0 00000008:45 AM 1 0 5 7 13 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 0 8:15 AM 4 0 3 1 8 0 0 0 1 0 1 0 0 0 0 0 8:00 AM 2 0 1 4 7 0 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 022600 3 4 0 EB WB NB SB Total East 7:45 AM 2 0 10 0 12 0 0 0 Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 0 0 7:15 AM 2 0 0 0 0 0 0 0 West North South 7:00 AM 0 0 1 0 75 5 0 0 0 942 539 0 0 1,451 00479295015722121900000 Count Total 0 150 6 395 0 0 0 283 402 0 2,717 0 314 1,27111848034540000000 36 51 0 334 1,346 8:45 AM 0 16 0 44 0 0 0 109 61 0 304 1,415 8:30 AM 0 28 0 49 0 0 0 104 57 0 29 44 0000000 31 55 0 319 1,451 8:15 AM 0 21 0 49 0 0 0 105 52 0 389 1,446 8:00 AM 0 17 0 59 0 0 0 125 80 0 44 62 0000000 54 50 0 403 0 7:45 AM 0 24 1 53 0 0 0 117 107 0 340 0 7:30 AM 0 18 0 57 0 0 0 132 56 0 28 54 0 0 7:15 AM 0 16 4 50 0 0 0 132 78 07:00 AM 0 10 1 34 0 0 0 Interval Start SR 18 EB SR 18 EB WEYERHAUSER WAY S WEYERHAUSER WAY S 15-min TotalUTLTTHRT 0 0 0 0 0 0 27 32 0 314 0.96 UT LT TH RT UT LT Rolling One HourEastboundWestboundNorthboundSouthbound UT LT TH RT Peak Hour Date: Tue, Oct 24, 2017 Peak Hour Count Period: 7:00 AM 9:00 AM SB 2.6%0.89 TOTAL 2.3%0.90 TH RT WB -- NB 2.2%0.86 Peak Hour: 7:15 AM 8:15 AM HV %:PHF EB 2.3% 0 0100 00 0N WEYERHAUSER WAY S SR 18 EB SR 18 EB WEYERHAUSER WAY SSR 18 EBWEYERHAUS ER WAY S1,451TEV: 0.9PHF:022115737855400 0 0 0 4570 29547907744400219 5 75 299 0 0 Mark Skaggs: (425) 250-0777 mark.skaggs@idaxdata.com Peak Hour:07:15 AM - 08:15 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S N SITE ACCESS (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY S & N SITE ACCESS AM Wednesday, January 3, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk3000 0 0 187 273 281184 0 11 N S EW 0 184827300N SITE ACCESS WEYERHAEUSER WAY SWEYERHAEUSER W468 0 00N S EW 00 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 4430100060002385001 7:15 AM 46800002710038111000 7:30 AM 44500002710039113001 7:45 AM 42700002660066134000 8:00 AM 41300002650041110002 8:15 AM 0 0 0 0 0 53 0 0 35 88000 8:30 AM 0 0 0 0 1 49 0 0 45 95000 8:45 AM 0 0 0 0 0 57 0 0 61 120002 Count Total 0 1 0 0 9 492 0 0 348 856006 Peak Hour 0 0 0 0 8 273 0 0 184 468003 HV%PHF 0.00 0.96 0.71 0.0% 2.5% 1.6% 2.1%0.87 EB WB NB SB All 0000 0 0 3 7 73 0 0 N S EW 0 30700Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 0 2 0 2 7:15 AM 0 4 3 7 7:30 AM 0 2 0 2 7:45 AM 0 1 0 1 8:00 AM 0 0 0 0 8:15 AM 0 2 0 2 8:30 AM 0 2 0 2 8:45 AM 0 3 11 14 Count Total 0 16 14 30 Peak Hour 0 7 3 10 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 Peak Hour:07:15 AM - 08:15 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S S SITE ACCESS (303) 216-2439 www.alltrafficdata.net Location:2 WEYERHAEUSER WAY S & S SITE ACCESS AM Wednesday, January 3, 2018Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk10004 0 1 184 280 309178 5 40 N S EW 0 1743027900S SITE ACCESS WEYERHAEUSER WAY SWEYERHAEUSER W498 0 00N S EW 00 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 4730000760001987001 7:15 AM 498010013760035128003 7:30 AM 46000006670040118203 7:45 AM 43900009700058140003 8:00 AM 42000002660041112201 8:15 AM 0 0 0 0 6 51 0 0 31 90002 8:30 AM 0 0 0 0 1 49 0 0 45 97002 8:45 AM 0 0 0 0 6 57 0 0 58 121000 Count Total 0 1 0 0 50 496 0 0 327 8934015 Peak Hour 0 1 0 0 30 279 0 0 174 4984010 HV%PHF 0.63 0.87 0.75 0.0% 1.6% 1.6% 1.6%0.89 EB WB NB SB All 0000 0 0 3 5 53 0 0 N S EW 0 30500Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 0 2 0 2 7:15 AM 0 3 3 6 7:30 AM 0 1 0 1 7:45 AM 0 1 0 1 8:00 AM 0 0 0 0 8:15 AM 0 2 1 3 8:30 AM 0 2 0 2 8:45 AM 0 3 11 14 Count Total 0 14 15 29 Peak Hour 0 5 3 8 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 WEYERHAEUSER WAY S WEYERHAEUSER WAY S S 323RD ST (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY S & S 323RD ST PM Saturday, January 6, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:00 PM - 05:15 PM 137 169 169147 12 2 0.92 N S EW 0.78 0.85 0.81 (306)(255) (7) (18) (311)(271)10010 0 2 0 136116701S 323RD ST WEYERHAEUSER WAY S WEYERHAEUSER WAY S 0 00N S EW 00 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 2 40 0 0 21000 64 0 1 0293100 4:15 PM 0 1 33 0 0 42000 79 0 0 0315300 4:30 PM 1 0 40 0 0 33000 77 0 0 0318201 4:45 PM 0 0 42 0 0 27010 73 0 0 0302300 5:00 PM 0 1 49 0 0 32010 86 0 0 0291300 5:15 PM 0 0 36 0 0 44000 82 0 0 0200 5:30 PM 0 0 34 0 0 27000 61 0 0 0000 5:45 PM 0 2 30 0 0 28000 62 0 0 0200 Count Total 1016 5842540030461020 010 Peak Hour 0 2 0 1 1 167 0 0 136 3181001 0 0 0 WEYERHAEUSER WAY S WEYERHAEUSER WAY S N SITE ACCESS (303) 216-2439 www.alltrafficdata.net Location:2 WEYERHAEUSER WAY S & N SITE ACCESS PM Saturday, January 6, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:00 PM - 05:15 PM 147 174 175148 0 0 0.97 N S EW 0.79 0.91 0.00 (313)(273) () () (314)(274)0000 0 0 0 147017401N SITE ACCESS WEYERHAEUSER WAY S WEYERHAEUSER WAY S 0 00N S EW 00 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 41 0 0 22000 63 1 0 0299000 4:15 PM 0 0 32 0 0 47000 79 0 0 0319000 4:30 PM 1 0 43 0 0 35000 79 0 0 0322000 4:45 PM 0 0 47 0 0 31000 78 0 0 0303000 5:00 PM 0 0 48 0 0 35000 83 0 0 0288000 5:15 PM 0 0 36 0 0 46000 82 0 0 0000 5:30 PM 0 0 34 0 0 26000 60 0 0 0000 5:45 PM 0 0 32 0 0 31000 63 0 0 0000 Count Total 000 5872730031301000 001 Peak Hour 0 0 0 1 0 174 0 0 147 322000 0 0 0 WEYERHAEUSER WAY S WEYERHAEUSER WAY S S SITE ACCESS (303) 216-2439 www.alltrafficdata.net Location:3 WEYERHAEUSER WAY S & S SITE ACCESS PM Saturday, January 6, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:04:30 PM - 04:45 PM 148 174 176149 2 3 0.97 N S EW 0.82 0.85 0.25 (311)(274) (3) (2) (314)(276)1002 0 0 0 147217400S SITE ACCESS WEYERHAEUSER WAY S WEYERHAEUSER WAY S 0 00N S EW 00 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 38 0 0 26000 64 1 0 0307000 4:15 PM 0 0 32 0 0 43000 75 0 0 0320000 4:30 PM 0 1 46 0 0 36000 84 0 0 0326001 4:45 PM 0 1 51 0 0 30000 84 0 0 0307200 5:00 PM 0 0 41 0 0 36000 77 0 0 0283000 5:15 PM 0 0 36 0 0 45000 81 0 0 0000 5:30 PM 1 0 37 0 0 27000 65 0 0 0000 5:45 PM 0 0 30 0 0 30000 60 0 0 0000 Count Total 102 5902730031121000 001 Peak Hour 0 0 0 0 2 174 0 0 147 326201 0 0 0 WEYERHAEUSER WAY S WEYERHAEUSER WAY S S 336TH ST (303) 216-2439 www.alltrafficdata.net Location:4 WEYERHAEUSER WAY S & S 336TH ST PM Saturday, January 6, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:15 PM - 05:30 PM 149 179 318251 329 366 0.90 N S EW 0.79 0.95 0.93 (287)(251) (616) (551) (525)(424)9830200 0 126 3 482655003S 336TH ST WEYERHAEUSER WAY S WEYERHAEUSER WAY S 0 00N S EW 00 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 1 42 10 2 0 60280 157 0 0 074251017 4:15 PM 0 63 9 0 0 121230 201 0 0 077760033 4:30 PM 1 61 15 0 0 141310 191 0 0 079649019 4:45 PM 0 63 16 0 0 92330 193 0 0 077841029 5:00 PM 1 65 11 2 0 100340 192 0 0 050019 5:15 PM 1 76 8 1 0 150280 220 0 0 060031 5:30 PM 0 68 14 1 0 61210 173 0 0 037025 5:45 PM Count Total 1730348 1,327720683438401985 000 Peak Hour 3 126 0 3 265 50 3 0 48 796200098 0 0 0 WEYERHAEUSER WAY S WEYERHAEUSER WAY S33RD PL S (303) 216-2439 www.alltrafficdata.net Location:5 WEYERHAEUSER WAY S & 33RD PL S PM Saturday, January 6, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:15 PM - 05:30 PM 255 329 70 98 376274 0.92 N S EW 0.82 0.82 0.93 (537)(410) (118) (156) (599)(434)012728 0 41 1227 0300706 33RD PL S WEYERHAEUSER WAY S WEYERHAEUSER WAY S 0 00 N S EW 0000 0 0 Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 1 0 53 1 5 50030 125 0 0 0623570 4:15 PM 0 0 61 0 11 471120 152 0 0 06635150 4:30 PM 2 0 75 0 10 560120 187 0 0 07018240 4:45 PM 1 0 85 0 5 46180 159 0 0 06631120 5:00 PM 3 0 63 1 4 55090 165 0 0 012180 5:15 PM 0 0 77 0 8 700120 190 0 0 07160 5:30 PM 1 0 68 1 2 38080 149 0 0 014170 5:45 PM Count Total 010952 1,127362453482080642 000 Peak Hour 1 41 0 6 0 300 1 27 227 70128700 0 0 0 WEYERHAEUSER WAY S WEYERHAEUSER WAY S18 WB OFF RAMP18 WB ON RAMP (303) 216-2439 www.alltrafficdata.net Location:6 WEYERHAEUSER WAY S & 18 WB OFF RAMP PM Saturday, January 6, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:05:15 PM - 05:30 PM 275 363 335 0 308315 0 240 0.93 N S EW 0.84 0.93 0.91 0.00 (682)(484) (628) () (456) () (597)(571)7200215 8 112 0 0 0 0 0 2031601480018 WB ON RAMP 18 WB OFF RAMP WEYERHAEUSER WAY S WEYERHAEUSER WAY S 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 42 26 0 0 420000220 182 0 0 0 0858035015 4:15 PM 0 44 28 0 0 450000293 213 0 1 0 0883051013 4:30 PM 0 41 41 0 0 500000342 241 0 0 0 0918054019 4:45 PM 0 42 43 0 0 400000284 222 0 0 0 0876052013 5:00 PM 0 32 31 0 0 530000182 207 0 0 0 0851053018 5:15 PM 0 45 33 0 0 600000320 248 0 0 0 0056022 5:30 PM 0 41 37 0 0 380000231 199 0 0 0 005009 5:45 PM 0 34 37 0 0 340000231 197 0 0 0 0055013 Count Total 12204060 1,709362002763210132090000 0001 Peak Hour 0 0 0 0 112 8 0 160 148 0 0 203 9180215072 0 0 0 0 WEYERHAEUSER WAY S WEYERHAEUSER WAY SSR 18 EB ON RAMPSR 18 EB OFF RAMP (303) 216-2439 www.alltrafficdata.net Location:7 WEYERHAEUSER WAY S & SR 18 EB ON RAMP PM Saturday, January 6, 2018Date and Start Time: Peak Hour - All Vehicles Traffic Counts Note: Total study counts contained in parentheses. Peak Hour - Pedestrians/Bicycles on Crosswalk Peak Hour:04:30 PM - 05:30 PM Peak 15-Minutes:04:30 PM - 04:45 PM 307 308 0 228 318389 300 0 0.93 N S EW 0.87 0.00 0.89 0.88 (593)(565) () (435) () (602) (621)(760)001260 0 0 208 1 91 0 0 18102171010SR 18 EB OFF RAMP SR 18 EB ON RAMP WEYERHAEUSER WAY S WEYERHAEUSER WAY S 0 000N S EW 0000 0 0 00Left Thru Right Total EastboundInterval Start Time Rolling Hour West East South North Pedestrain Crossings U-Turn Westbound Northbound Southbound Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 52 0 28 400130000 198 0 0 0 0912480170 4:15 PM 0 0 54 0 35 340180000 229 0 1 0 0910600280 4:30 PM 0 0 64 0 31 490240000 248 0 0 0 0925530270 4:45 PM 0 0 52 0 25 440260000 237 0 0 0 0894600300 5:00 PM 0 0 48 0 32 380150000 196 0 0 0 0876470160 5:15 PM 0 0 53 0 38 500261000 244 0 0 0 0480280 5:30 PM 0 0 50 0 29 370270000 217 0 0 0 0540200 5:45 PM 0 0 53 0 21 340180000 219 0 0 0 0640290 Count Total 01950434 1,78832623904260000011670 0001 Peak Hour 0 91 1 0 0 0 0 0 217 0 126 181 92520801010 0 0 0 0 Peak Hour:04:30 PM - 05:30 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY S N SITE ACCESS (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY S & N SITE ACCESS PM Tuesday, December 12, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk10018 0 11 346 332 322363 29 2 N S EW 0 345132100N SITE ACCESS WEYERHAEUSER WAY SWEYERHAEUSER W697 0 01N S EW 00 0 0 10Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 68102000700099173200 4:15 PM 68901002660090161200 4:30 PM 69700000890086180500 4:45 PM 66202000790081167401 5:00 PM 64105001820090181300 5:15 PM 0 4 0 0 0 71 0 0 88 169600 5:30 PM 0 0 0 0 0 55 0 0 90 145000 5:45 PM 0 1 0 0 0 60 0 0 85 146000 Count Total 0 15 0 0 3 572 0 0 709 1,3222201 Peak Hour 0 11 0 0 1 321 0 0 345 6971801 HV%PHF 0.73 0.90 0.96 6.9% 0.9% 2.0% 1.7%0.96 EB WB NB SB All 0001 0 1 7 4 38 2 0 N S EW 0 70300Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 0 0 11 11 4:15 PM 0 2 3 5 4:30 PM 1 0 4 5 4:45 PM 0 1 2 3 5:00 PM 1 1 0 2 5:15 PM 0 1 1 2 5:30 PM 0 0 3 3 5:45 PM 0 1 0 1 Count Total 2 6 24 32 Peak Hour 2 3 7 12 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 0 0 0 0 4:15 PM 1 0 0 1 4:30 PM 1 0 0 1 4:45 PM 0 0 0 0 5:00 PM 0 0 0 0 5:15 PM 0 0 0 0 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 2 0 0 2 Peak Hour 1 0 0 1 Peak Hour:04:30 PM - 05:30 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY S S ACCESS SITE (303) 216-2439 www.alltrafficdata.net Location:2 WEYERHAEUSER WAY S & S ACCESS SITE PM Tuesday, December 12, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk10025 0 16 368 311 302394 41 6 N S EW 0 367529502S ACCESS SITE WEYERHAEUSER WAY SWEYERHAEUSER W711 0 01N S EW 00 0 0 10Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 6900200061001041781001 4:15 PM 70000000610096162500 4:30 PM 71109001720091177400 4:45 PM 68102013740084173801 5:00 PM 65704010800097188600 5:15 PM 0 1 0 0 1 69 0 0 95 173700 5:30 PM 0 1 0 0 0 54 0 0 90 147200 5:45 PM 0 0 0 0 0 62 0 0 86 149100 Count Total 0 19 0 2 5 533 0 0 743 1,3474302 Peak Hour 0 16 0 2 5 295 0 0 367 7112501 HV%PHF 0.79 0.93 0.95 0.0% 0.7% 1.9% 1.3%0.95 EB WB NB SB All 0000 0 0 7 2 27 0 0 N S EW 0 70200Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 2 0 10 12 4:15 PM 0 1 4 5 4:30 PM 0 0 4 4 4:45 PM 0 0 2 2 5:00 PM 0 1 0 1 5:15 PM 0 1 1 2 5:30 PM 0 0 3 3 5:45 PM 0 1 0 1 Count Total 2 4 24 30 Peak Hour 0 2 7 9 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 0 0 0 0 4:15 PM 1 0 0 1 4:30 PM 1 0 0 1 4:45 PM 0 0 0 0 5:00 PM 0 0 0 0 5:15 PM 0 0 0 0 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 2 0 0 2 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: I-5 SB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 922 411 232 737 00001468475 Future Volume (vph) 0 922 411 232 737 00001468475 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 2216 744 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 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 Splits and Phases: 1: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 1: I-5 SB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 922 411 232 737 00001468475 Future Volume (veh/h) 0 922 411 232 737 00001468475 Initial Q (Qb), veh 000000 000 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/ln 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, %022220 222 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/ln 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/ln 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 AABBBA DAD Approach Vol, veh/h 1433 1041 674 Approach Delay, s/veh 9.8 15.6 45.7 Approach LOS A B D 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 Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Lanes, Volumes, Timings 2: I-5 NB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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. (#/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 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: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 2: I-5 NB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000 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/ln 0 1870 0 0 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 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, %020033222 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, veh/h 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/h/ln 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/ln 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 8 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+I1), 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 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. Lanes, Volumes, Timings 3: 32nd Ave S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 3 689 224 48 950 0 13 06000 Future Volume (vph) 3 689 224 48 950 0 13 06000 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 16652 74 88 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 Intersection Summary Area Type: Other Cycle Length: 173 Actuated Cycle Length: 47.3 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 3: 32nd Ave S & S 320th St HCM 6th Signalized Intersection Summary 3: 32nd Ave S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 3 689 224 48 950 0 13 06000 Future Volume (veh/h) 3 689 224 48 950 0 13 06000 Initial Q (Qb), veh 000000000000 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/ln 1870 1870 1870 1856 1856 1856 1826 1826 1826 1900 1900 1900 Adj Flow Rate, veh/h 3 733 223 51 1011 0 14 06000 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, %222333555000 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 06000 Grp Sat Flow(s),veh/h/ln 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/ln 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, s/veh 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 AAAAAACABAAA 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 45678 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+I1), 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. Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 656 43 192 933 70 139 Future Volume (vph) 656 43 192 933 70 139 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 221644 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 4.0 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 Splits and Phases: 4: Weyerhaeuser Way S & S 320th St HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 656 43 192 933 70 139 Future Volume (veh/h) 656 43 192 933 70 139 Initial Q (Qb), veh 000000 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/ln 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, %333322 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/ln 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/ln 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 BAAADA Approach Vol, veh/h 737 1264 79 Approach Delay, s/veh 16.2 2.8 52.8 Approach LOS B A D Timer - Assigned Phs 1 2 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+I1), 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 Ctrl Delay 9.4 HCM 6th LOS A Notes User approved volume balancing among the lanes for turning movement. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 5 85 182 198 9 Future Volume (vph) 0 5 85 182 198 9 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 HCM 6th TWSC 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 5 85 182 198 9 Future Vol, veh/h 0 5 85 182 198 9 Conflicting Peds, #/hr 0 00000 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 02222 Mvmt Flow 0 6 109 233 254 12 Major/Minor Minor2 Major1 Major2 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 ----- Approach EB NB SB HCM Control Delay, s 9.6 2.6 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 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 - - Lanes, Volumes, Timings 6: Pacific Hwy S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 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 74438 522167 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 Splits and Phases: 6: Pacific Hwy S & S 336th St HCM 6th Signalized Intersection Summary 6: Pacific Hwy S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000000 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/ln 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, %444333444555 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/ln 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 DDDDCADCA 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 Timer - Assigned Phs 12345678 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+I1), 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 Lanes, Volumes, Timings 7: 20th Ave S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 52216 3 87 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 Splits and Phases: 7: 20th Ave S & S 336th St HCM 6th Signalized Intersection Summary 7: 20th Ave S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 252 9 101 451 48 32 0 64 53 0 28 Future Volume (veh/h) 13 252 9 101 451 48 32 0 64 53 0 28 Initial Q (Qb), veh 000000000000 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/ln 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, %222222101606 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/ln 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), veh/h 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/ln 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 AAAAAAC 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+I1), 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. 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 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, March 29, 2018 12:24:50 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 8 [2018 Existing - AM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % South: Weyerhaeuser Way S Lane 1d 555 1.6 1460 0.380 100 9.6 LOS A 2.4 62.0 Full 1600 0.0 0.0 Lane 2 212 1.6 1103 0.192 100 2.3 LOS A 1.0 25.1 Full 1600 0.0 0.0 Approach 766 1.6 0.380 7.6 LOS A 2.4 62.0 NorthEast: Weyerhaeuser Way S Lane 1 52 0.5 575 0.090 100 13.1 LOS B 0.4 9.6 Full 1600 0.0 0.0 Lane 2d 208 0.5 962 0.216 100 4.8 LOS A 1.2 29.1 Full 1600 0.0 0.0 Approach 260 0.5 0.216 6.5 LOS A 1.2 29.1 West: S 336th St Lane 1 164 3.3 1252 0.131 100 9.4 LOS A 0.7 18.0 Full 1600 0.0 0.0 Lane 2d 327 3.3 1536 0.213 100 3.8 LOS A 1.3 32.9 Full 1600 0.0 0.0 Approach 491 3.3 0.213 5.7 LOS A 1.3 32.9 Intersection 1517 2.0 0.380 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, March 29, 2018 12:24:50 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2018 Existing - AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, March 29, 2018 12:28:20 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 9 [2018 Existing - AM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % SouthEast: 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 Pl S Lane 1d 144 0.0 753 0.191 100 6.5 LOS A 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 2d 178 4.4 1144 0.156 100 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, March 29, 2018 12:28:20 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 Pl S Roundabout.sip7 Lanes, Volumes, Timings 10: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 88852 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 Summary 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: 10: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 10: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000 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/ln 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, %222330033 Cap, veh/h 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/ln 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), s/veh 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/ln 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 LnGrp LOS C A D D AAAB 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+I1), 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 Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 77 5 223 00004893011602250 Future Volume (vph) 77 5 223 00004893011602250 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 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 Intersection 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: 70 Control Type: Actuated-Coordinated Splits and Phases: 11: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 77 5 223 00004893011602250 Future Volume (veh/h) 77 5 223 00004893011602250 Initial Q (Qb), veh 0 0 0 000000 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/ln 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 022330 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, veh/h 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/ln 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),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 0.0 6.0 0.0 5.0 4.7 1.1 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 ABBAAA Approach Vol, 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+I1), s 16.2 2.0 5.7 15.3 Green Ext Time (p_c), s 2.1 2.2 0.0 7.7 Intersection Summary HCM 6th Ctrl Delay 15.6 HCM 6th LOS B Lanes, Volumes, Timings 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 10 2 167 136 1 Future Vol, veh/h 2 10 2 167 136 1 Conflicting Peds, #/hr 0 00000 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 00000 Mvmt Flow 2 11 2 182 148 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 334 148 149 0 - 0 Stage 1 148 ----- 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 ----- Approach EB NB SB HCM Control Delay, s 9.2 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1445 - 698 904 - - HCM Lane V/C Ratio 0.002 - 0.003 0.012 - - HCM Control Delay (s) 7.5 - 10.2 9 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0 - 0 0 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 2 [2018 Existing - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast West Intersection LOS A A A A 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 10:19:27 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 2 [2018 Existing - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % South: Weyerhaeuser Way S Lane 1d 298 1.3 1491 0.200 100 9.3 LOS A 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 2d 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 2d 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 10:19:27 AM Project: T:\Active 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 Site: 3 [2018 Existing - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 4:59:59 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 3 [2018 Existing - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % 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 Pl S Lane 1d 76 0.0 885 0.086 100 5.3 LOS A 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 2d 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 4:59:59 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 88852 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: 48.2 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000 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/ln 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, %111110011 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),veh/h/ln 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/ln 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 BABBAAAB Approach Vol, veh/h 360 331 218 A Approach Delay, s/veh 13.1 12.6 12.6 Approach LOS B B B Timer - 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 Summary HCM 6th Ctrl Delay 12.8 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 91 1 208 00002171011261810 Future Volume (vph) 91 1 208 00002171011261810 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 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 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: 41.6 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2018 Existing - SAT PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 1 208 00002171011261810 Future Volume (veh/h) 91 1 208 00002171011261810 Initial Q (Qb), veh 0 0 0 000000 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/ln 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 011110 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), veh/h 99 0 224 0 172 170 135 195 0 Grp Sat Flow(s),veh/h/ln 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),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 1.4 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 ABBAAA 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+I1), s 6.4 4.1 3.7 5.0 Green Ext Time (p_c), s 2.2 1.6 0.4 3.1 Intersection Summary HCM 6th Ctrl Delay 10.7 HCM 6th LOS B Transportation Impact Study Greenline Business Park – Federal Way, WA 2020 Without Project Lanes, Volumes, Timings 1: I-5 SB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1083 428 244 780 00002708495 Future Volume (vph) 0 1083 428 244 780 00002708495 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 2216 744 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 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 Splits and Phases: 1: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 1: I-5 SB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1083 428 244 780 00002708495 Future Volume (veh/h) 0 1083 428 244 780 00002708495 Initial Q (Qb), veh 000000 000 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/ln 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, %022220 222 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/h/ln 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 0.0 0.0 %ile BackOfQ(50%),veh/ln 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 ABBBBA DAD 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 Ctrl 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. Lanes, Volumes, Timings 2: I-5 NB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 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: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 2: I-5 NB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 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 000000000 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/ln 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, %020033222 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, veh/h 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/ln 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/ln 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+I1), s 28.6 12.5 28.4 Green Ext Time (p_c), s 10.4 7.3 1.2 Intersection Summary HCM 6th Ctrl Delay 29.7 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. Lanes, Volumes, Timings 3: 32nd Ave S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 16652 74 88 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 Intersection Summary Area Type: Other Cycle Length: 173 Actuated Cycle Length: 47.3 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 3: 32nd Ave S & S 320th St HCM 6th Signalized Intersection Summary 3: 32nd Ave S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000000 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/ln 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, %222333555000 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/ln 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/ln 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 AAAAAACABAAA 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 Timer - Assigned Phs 1 2 45678 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+I1), 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 Intersection Summary 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. Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 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 Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 221644 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 4.0 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 Splits and Phases: 4: Weyerhaeuser Way S & S 320th St HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 693 145 323 1017 78 148 Future Volume (veh/h) 693 145 323 1017 78 148 Initial Q (Qb), veh 000000 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/ln 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, %333322 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), veh/h 779 64 363 1143 88 0 Grp Sat Flow(s),veh/h/ln 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), veh/h 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/ln 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 BBBADA Approach Vol, veh/h 843 1506 88 Approach Delay, s/veh 16.2 4.7 53.0 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+I1), s 2.0 16.7 4.7 9.0 Green Ext Time (p_c), s 0.2 5.1 0.1 8.7 Intersection Summary HCM 6th Ctrl Delay 10.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 93 198 375 63 Future Vol, veh/h 0 15 93 198 375 63 Conflicting Peds, #/hr 0 00000 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 02222 Mvmt Flow 0 19 119 254 481 81 Major/Minor Minor2 Major1 Major2 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 ----- Approach EB NB SB HCM Control Delay, s 11.3 2.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 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 - - Lanes, Volumes, Timings 6: Pacific Hwy S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 74438 522167 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 Splits and Phases: 6: Pacific Hwy S & S 336th St HCM 6th Signalized Intersection Summary 6: Pacific Hwy S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000000 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/ln 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, %444333444555 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),veh/h/ln 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/ln 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 12345678 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+I1), 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 Intersection Summary HCM 6th Ctrl Delay 38.2 HCM 6th LOS D Lanes, Volumes, Timings 7: 20th Ave S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 52216 3 87 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 Splits and Phases: 7: 20th Ave S & S 336th St HCM 6th Signalized Intersection Summary 7: 20th Ave S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 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 000000000000 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/ln 1870 1870 1870 1870 1870 1870 1885 0 1885 1811 0 1811 Adj Flow Rate, veh/h 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, %222222101606 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), veh/h 19 404 0 144 0 736 45 24.4 75 25.5 Grp Sat Flow(s),veh/h/ln 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/ln 0.0 4.4 0.0 0.2 0.0 2.9 0.5 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.3 13.0 0.0 3.7 0.0 6.8 24.4 25.5 LnGrp LOS ABAAAAC C Approach Vol, veh/h 423 880 Approach Delay, s/veh 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+I1), 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 User approved pedestrian interval to be less than phase max green. 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 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, March 29, 2018 12:24:51 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 8 [2020 Without Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % South: Weyerhaeuser Way S Lane 1d 668 1.6 1434 0.466 100 9.7 LOS A 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 0.305 100 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 2d 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 89.1 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, March 29, 2018 12:24:51 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\AM\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 Without Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | 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 LANE SUMMARY Site: 9 [2020 Without Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % SouthEast: Weyerhaeuser Way S 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 Pl S Lane 1d 279 0.0 630 0.443 100 8.7 LOS A 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 2d 284 4.4 1062 0.267 100 3.9 LOS A 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 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | 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 Pl S Roundabout.sip7 Lanes, Volumes, Timings 10: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 88852 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 Summary 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 Splits and Phases: 10: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 10: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000 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/ln 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, %444550044 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),veh/h/ln 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/ln 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 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+I1), 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 6th Ctrl Delay 65.1 HCM 6th LOS E Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 267 5 232 00005823132102470 Future Volume (vph) 267 5 232 00005823132102470 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 Intersection 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 Splits and Phases: 11: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 267 5 232 00005823132102470 Future Volume (veh/h) 267 5 232 00005823132102470 Initial Q (Qb), veh 0 0 0 000000 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/ln 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 033440 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/ln 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 V/C 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),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 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 ABBBAA Approach Vol, veh/h 561 995 507 Approach Delay, s/veh 38.5 14.9 6.8 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 26.6 68.4 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+I1), s 17.5 2.0 7.0 19.2 Green Ext Time (p_c), s 4.2 2.5 0.0 7.8 Intersection Summary HCM 6th Ctrl Delay 19.3 HCM 6th LOS B Lanes, Volumes, Timings 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 21 2 185 147 2 Future Vol, veh/h 2 21 2 185 147 2 Conflicting Peds, #/hr 0 00000 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 00000 Mvmt Flow 2 23 2 201 160 2 Major/Minor Minor2 Major1 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 ----- Approach EB NB SB HCM Control Delay, s 9.3 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1429 - 680 890 - - HCM Lane V/C 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 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 2 [2020 Without Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes South Northeast West Intersection LOS A A A A 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 10:19:28 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 2 [2020 Without Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % South: Weyerhaeuser Way S Lane 1d 329 1.3 1481 0.222 100 9.4 LOS A 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 0.0 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 2d 240 0.3 1566 0.153 100 3.8 LOS A 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 10:19:28 AM Project: T:\Active 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 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 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 5:00:00 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 3 [2020 Without Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % 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 0.0 Approach 503 1.1 0.205 4.1 LOS A 0.9 22.5 NorthEast: 33rd Pl S Lane 1d 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 2d 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 5:00:00 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 88852 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: 51.8 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000 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/ln 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, %111110011 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/ln 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/ln 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 BABBAAAB 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+I1), 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 Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 101 1 216 00002281051731980 Future Volume (vph) 101 1 216 00002281051731980 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 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 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: 46.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 Without Project - SAT PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 101 1 216 00002281051731980 Future Volume (veh/h) 101 1 216 00002281051731980 Initial Q (Qb), veh 0 0 0 000000 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/ln 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 011110 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/ln 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(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 11.3 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/ln 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 11.7 0.0 14.5 0.0 13.0 13.2 8.1 5.6 0.0 LnGrp LOS B A B ABBAAA Approach Vol, veh/h 342 358 399 Approach Delay, s/veh 13.6 13.1 6.8 Approach LOS B B A Timer - 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 Ctrl Delay 11.0 HCM 6th LOS B Transportation Impact Study Greenline Business Park – Federal Way, WA 2020 With-Project Lanes, Volumes, Timings 1: I-5 SB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1194 428 245 783 00003298495 Future Volume (vph) 0 1194 428 245 783 00003298495 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 (%) 3% 3% 3% 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 2216 744 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 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 Splits and Phases: 1: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 1: I-5 SB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1194 428 245 783 00003298495 Future Volume (veh/h) 0 1194 428 245 783 00003298495 Initial Q (Qb), veh 000000 000 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/ln 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, %033220 222 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), veh/h 0 1284 460 263 842 0 360 0 532 Grp Sat Flow(s),veh/h/ln 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/ln 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+I1), s 6.9 24.6 13.7 23.2 Green Ext Time (p_c), s 0.5 10.7 3.4 8.5 Intersection Summary 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. Lanes, Volumes, Timings 2: I-5 NB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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) 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 (%) 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% 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 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: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 2: I-5 NB Ramps & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1085 0 0 684 356 337 3 395 0 0 0 Future Volume (veh/h) 0 1085 0 0 684 356 337 3 395 0 0 0 Initial Q (Qb), veh 000000000 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/ln 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, %030033333 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/ln 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/ln 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, s/veh 29.8 10.1 60.0 Approach LOS C B E Timer - 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. Lanes, Volumes, Timings 3: 32nd Ave S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 pm+pt NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 16652 74 88 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 Intersection Summary Area Type: Other Cycle Length: 173 Actuated Cycle Length: 47.3 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 3: 32nd Ave S & S 320th St HCM 6th Signalized Intersection Summary 3: 32nd Ave S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000000 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/ln 1856 1856 1856 1856 1856 1856 1841 1841 1841 1900 1900 1900 Adj Flow Rate, veh/h 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, %333333444000 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/h/ln 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/ln 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, s/veh LnGrp Delay(d),s/veh 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 AABAAACABAAA Approach Vol, veh/h 1522 1162 58 0 Approach Delay, s/veh 8.9 4.9 19.4 0.0 Approach LOS A A B Timer - Assigned Phs 1 2 45678 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+I1), 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. Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations 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 221644 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 4.0 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: 80 Control Type: Actuated-Coordinated Splits and Phases: 4: Weyerhaeuser Way S & S 320th St HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & S 320th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 693 214 421 1017 81 152 Future Volume (veh/h) 693 214 421 1017 81 152 Initial Q (Qb), veh 000000 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/ln 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, %333322 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), veh/h 779 138 473 1143 91 0 Grp Sat Flow(s),veh/h/ln 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 (d2), 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/ln 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 BBBADA 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+I1), s 5.6 16.7 4.8 9.0 Green Ext Time (p_c), s 0.2 5.3 0.1 8.7 Intersection Summary HCM 6th Ctrl Delay 11.6 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 5: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 156 99 205 542 63 Future Vol, veh/h 0 156 99 205 542 63 Conflicting Peds, #/hr 0 00000 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 3344 Mvmt Flow 0 200 127 263 695 81 Major/Minor Minor2 Major1 Major2 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 ----- Approach EB NB SB HCM Control Delay, s 20.7 3.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 836 - - 426 - - HCM Lane V/C Ratio 0.152 - - 0.469 - - HCM Control Delay (s) 10.1 - 0 20.7 - - HCM Lane LOS B - A C - - HCM 95th %tile Q(veh) 0.5 - - 2.4 - - Lanes, Volumes, Timings 6: Pacific Hwy S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 74438 522167 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 Splits and Phases: 6: Pacific Hwy S & S 336th St HCM 6th Signalized Intersection Summary 6: Pacific Hwy S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000000 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/ln 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, %444333444555 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/ln 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(I) 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 %ile BackOfQ(50%),veh/ln 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 12345678 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+I1), 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 Lanes, Volumes, Timings 7: 20th Ave S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 52216 3 87 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 Splits and Phases: 7: 20th Ave S & S 336th St HCM 6th Signalized Intersection Summary 7: 20th Ave S & S 336th St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000000 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/ln 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, %222222101606 Cap, veh/h 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/h/ln 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), veh/h 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), s/veh 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%),veh/ln 0.0 4.9 0.0 0.2 0.0 3.2 0.5 0.9 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 ABAAAAC C Approach Vol, veh/h 448 919 Approach Delay, s/veh 12.9 6.7 Approach LOS B A Timer - Assigned Phs 1 2 3 5 6 7 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+I1), 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 Notes User approved pedestrian interval to be less than phase max green. 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 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | 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 Site: 8 [2020 With Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % South: Weyerhaeuser Way S Lane 1d 668 1.7 1400 0.477 100 9.9 LOS A 3.7 93.1 Full 1600 0.0 0.0 Lane 2 258 1.7 1055 0.245 100 2.6 LOS A 1.4 35.7 Full 1600 0.0 0.0 Approach 926 1.7 0.477 7.8 LOS A 3.7 93.1 NorthEast: Weyerhaeuser Way S Lane 1 292 2.2 758 0.386 100 12.8 LOS B 2.4 59.8 Full 1600 0.0 0.0 Lane 2d 299 2.2 833 0.359 100 6.0 LOS A 2.2 56.9 Full 1600 0.0 0.0 Approach 591 2.2 0.386 9.4 LOS A 2.4 59.8 West: S 336th St Lane 1 200 3.6 1003 0.199 100 10.6 LOS B 1.2 30.0 Full 1600 0.0 0.0 Lane 2d 373 3.6 1266 0.294 100 4.9 LOS A 2.0 51.0 Full 1600 0.0 0.0 Approach 573 3.6 0.294 6.9 LOS A 2.0 51.0 Intersection 2090 2.4 0.477 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | 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 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 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | 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 LANE SUMMARY Site: 9 [2020 With Project - AM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % SouthEast: Weyerhaeuser Way S Lane 1 549 1.2 1208 0.454 100 4.0 LOS A 2.8 70.7 Full 1600 0.0 0.0 Lane 2d 549 1.2 1208 0.454 100 3.5 LOS A 2.8 70.7 Full 1600 0.0 0.0 Approach 1097 1.2 0.454 3.8 LOS A 2.8 70.7 NorthEast: 33rd Pl S Lane 1d 279 0.0 621 0.450 100 8.9 LOS A 2.1 53.2 Full 1600 0.0 0.0 Approach 279 0.0 0.450 8.9 LOS A 2.1 53.2 NorthWest: Weyerhaeuser Way S Lane 1 310 3.7 1070 0.289 100 5.0 LOS A 1.5 38.0 Full 1600 0.0 0.0 Lane 2d 310 3.7 1070 0.289 100 4.0 LOS A 1.5 38.0 Full 1600 0.0 0.0 Approach 619 3.7 0.289 4.5 LOS A 1.5 38.0 Intersection 1996 1.8 0.454 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | 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 Pl S Roundabout.sip7 Lanes, Volumes, Timings 10: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 8 5 2 6 Permitted Phases 8 8 Detector Phase 88852 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 Summary 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 Splits and Phases: 10: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 10: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000 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/ln 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, %444550055 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/h/ln 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(I) 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/ln 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, veh/h 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+I1), s 2.0 16.7 9.6 33.0 Green Ext Time (p_c), s 7.9 0.4 3.1 0.0 Intersection Summary HCM 6th Ctrl Delay 66.7 HCM 6th LOS E Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 274 5 232 00005853132212540 Future Volume (vph) 274 5 232 00005853132212540 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 Intersection 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 Splits and Phases: 11: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 274 5 232 00005853132212540 Future Volume (veh/h) 274 5 232 00005853132212540 Initial Q (Qb), veh 0 0 0 000000 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/ln 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 033440 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),veh/h/ln 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/ln 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 ABBBAA 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 Ctrl Delay 19.6 HCM 6th LOS B Lanes, Volumes, Timings 12: Weyerhaeuser Way S & North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 12: Weyerhaeuser Way S & North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 4 20 9 307 593 88 Future Vol, veh/h 4 20 9 307 593 88 Conflicting Peds, #/hr 0 00000 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 2266 Mvmt Flow 4 22 10 334 645 96 Major/Minor Minor2 Major1 Major2 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 Lane/Major Mvmt NBL NBTEBLn1 SBT SBR Capacity (veh/h) 866 - 358 - - HCM Lane V/C 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 - - Lanes, Volumes, Timings 13: Weyerhaeuser Way S & Mid-North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 13: Weyerhaeuser Way S & Mid-North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 17 20 313 532 81 Future Vol, veh/h 3 17 20 313 532 81 Conflicting Peds, #/hr 0 00000 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 2244 Mvmt Flow 3 18 22 340 578 88 Major/Minor Minor2 Major1 Major2 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 SB HCM Control Delay, s 14.1 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR 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 - - Lanes, Volumes, Timings 14: Weyerhaeuser Way S & Mid-South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 14: Weyerhaeuser Way S & Mid-South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 3 16 331 543 6 Future Vol, veh/h 1 3 16 331 543 6 Conflicting Peds, #/hr 0 00000 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 02244 Mvmt Flow 1 3 17 360 590 7 Major/Minor Minor2 Major1 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 ----- Approach EB NB SB HCM Control Delay, s 13.7 0.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 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 %tile Q(veh) 0.1 - 0 - - Lanes, Volumes, Timings 15: Weyerhaeuser Way S & South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 15: Weyerhaeuser Way S & South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - AM Peak Hour Intersection Int Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 32 31 341 400 146 Future Vol, veh/h 6 32 31 341 400 146 Conflicting Peds, #/hr 0 00000 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 82244 Mvmt Flow 7 35 34 371 435 159 Major/Minor Minor2 Major1 Major2 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 SB HCM Control Delay, s 13.4 0.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 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 - - Lanes, Volumes, Timings 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 1: Weyerhaeuser Way S & S 323rd St 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 62 18 205 197 2 Future Vol, veh/h 2 62 18 205 197 2 Conflicting Peds, #/hr 0 00000 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 32299 Mvmt Flow 2 67 20 223 214 2 Major/Minor Minor2 Major1 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/Major Mvmt NBL NBTEBLn1EBLn2 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 - - 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 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 10:19:29 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 2 [2020 With Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % South: Weyerhaeuser Way S Lane 1d 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 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 2d 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 10:19:29 AM Project: T:\Active 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 Site: 3 [2020 With Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 5:00:00 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - LANE SUMMARY Site: 3 [2020 With Project - SAT PM Peak Hour] IRG Federal Way - Greenline Roundabout Lane Use and Performance Demand Flows 95% Back of Queue Cap. Deg. Satn Lane Util. Average Delay Level of Service Lane Config Lane Length Cap. Adj. Prob. Block.Total HV Veh Dist veh/h % veh/h v/c % sec ft ft % % SouthEast: Weyerhaeuser Way S Lane 1 255 1.1 1209 0.211 100 4.9 LOS A 0.9 23.4 Full 1600 0.0 0.0 Lane 2d 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 Pl S Lane 1d 84 0.0 830 0.101 100 5.7 LOS A 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 2d 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 (Akçelik 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 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Friday, March 30, 2018 5:00:00 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline\LOS\PM SAT\IRG Federal Way - SAT PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 88852 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 HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 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 000000000 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/ln 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, %111110033 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/ln 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/ln 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 AAAB 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+I1), s 3.0 5.7 5.2 7.5 Green Ext Time (p_c), s 1.6 0.8 3.2 2.6 Intersection Summary 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. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 103 1 216 00002291052022180 Future Volume (vph) 103 1 216 00002291052022180 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 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 Splits and Phases: 5: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 103 1 216 00002291052022180 Future Volume (veh/h) 103 1 216 00002291052022180 Initial Q (Qb), veh 0 0 0 000000 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/ln 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 011220 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/ln 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/ln 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 ABBAAA 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+I1), 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 Lanes, Volumes, Timings 6: Weyerhaeuser Way S & North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 6: Weyerhaeuser Way S & North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 11 52 3 217 234 27 Future Vol, veh/h 11 52 3 217 234 27 Conflicting Peds, #/hr 0 00000 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 1155 Mvmt Flow 12 57 3 236 254 29 Major/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 Stg 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 EB NB SB HCM Control Delay, s 11 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR 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 - - Lanes, Volumes, Timings 7: Weyerhaeuser Way S & Mid-North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 7: Weyerhaeuser Way S & Mid-North Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 46 3 212 263 23 Future Vol, veh/h 8 46 3 212 263 23 Conflicting Peds, #/hr 0 00000 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 1166 Mvmt Flow 9 50 3 230 286 25 Major/Minor Minor2 Major1 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 ----- Approach EB NB SB HCM Control Delay, s 10.9 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR 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 - - Lanes, Volumes, Timings 8: Weyerhaeuser Way S & Mid-South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 8: Weyerhaeuser Way S & Mid-South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 1 1 214 309 1 Future Vol, veh/h 0 1 1 214 309 1 Conflicting Peds, #/hr 0 00000 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 01177 Mvmt Flow 0 1 1 233 336 1 Major/Minor Minor2 Major1 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 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 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 - - Lanes, Volumes, Timings 9: Weyerhaeuser Way S & South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 9: Weyerhaeuser Way S & South Site Access 03/30/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - SAT PM Peak Hour Intersection Int Delay, s/veh 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 17 85 7 198 269 41 Future Vol, veh/h 17 85 7 198 269 41 Conflicting Peds, #/hr 0 00000 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 71177 Mvmt Flow 18 92 8 215 292 45 Major/Minor Minor2 Major1 Major2 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 ----- Approach EB NB SB HCM Control Delay, s 11.5 0.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1 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 - - Lanes, Volumes, Timings 1: Weyerhaeuser Way S & North Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 1: Weyerhaeuser Way S & North Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 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 Major1 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 LOS A A C - - HCM 95th %tile Q(veh) 0 - 1 - - Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Mid-North Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Mid-North Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 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 Major/Minor Minor2 Major1 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 EB NB SB HCM Control Delay, s 19 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 922 - 372 - - HCM Lane V/C 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 - - Lanes, Volumes, Timings 3: Weyerhaeuser Way S & Mid-South Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 HCM 6th TWSC 3: Weyerhaeuser Way S & Mid-South Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 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 Hour 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 Major1 Major2 Conflicting Flow All 1174 740 740 0 - 0 Stage 1 740 - - - - - Stage 2 434 - - - - - 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 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 NB SB HCM Control Delay, s 18.4 0 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT 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 - - Lanes, Volumes, Timings 4: Weyerhaeuser Way S & South Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & South Site Access 03/26/2018 IRG Federal Way - Greenline Synchro 10 Report 2020 With Project - PM Peak Hour Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 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 Major1 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 - - - - - Approach EB NB SB HCM Control Delay, s 27.3 0.2 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 854 - 350 - - HCM Lane V/C 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 - - Transportation Impact Study Greenline Business Park – Federal Way, WA Appendix D Trip Generation Calculations ITE Land Use Units 1 LUC 2 In Out Trip Rate In Out Total Truck % 3 Enter Exit Total Enter Exit Total Daily Proposed Use: Industrial Park 1,068,000 GFA 130 50%50%EQN 1,609 1,608 3,217 13%209 209 418 1,400 1,399 2,799 Net New Daily Trips = 1,609 1,608 3,217 209 209 418 1,400 1,399 2,799 AM Peak Hour Proposed Use: Industrial Park 1,068,000 GFA 130 81%19%0.40 346 81 427 13%45 11 56 301 70 371 Net New AM Peak Hour Trips = 346 81 427 45 11 56 301 70 371 PM Peak Hour Proposed Use: Industrial Park 1,068,000 GFA 130 21%79%0.40 90 337 427 13%12 44 56 78 293 371 Net New PM Peak Hour Trips = 90 337 427 12 44 56 78 293 371 Notes: 2. Land Use Code and trip rates based on ITE Trip Generation Manual, 10th Edition, 2017. 3. Truck percentage based on ITE Trip Generation Handbook , 3rd Edition, 2017. 1. GFA = Gross Floor Area. Non-Truck Trip GenerationTruck Trip GenerationDirectional Distribution Trips Generated IRG Federal Way - Greenline Trip Generation Summary 10/24/2017 Transportation Impact Study Greenline Business Park – Federal Way, WA Appendix E City’s EMME/2 Traffic Model Distribution Plot 2 0021 3 00 0320 2611 7 22 1526 0333 286 7 19 11011 2 6 5 2 4 625 01 60 061 0 0 43 16 2 081 40 3 181 110 2011 4 148 7 4 656 5 10071004166 3215 5717321710 3211 501443 4 91 0 143 16 16 3 4 18 18 441313 6 4361 9 25 12110 2 9 0550600 6 0 1 0 1 032 0701 600302 0 2 020 6 00143033 2 3 42 65 4 465 3342 2 4122 0 6 2 509 0 0 0 99 0 236 20 13 1111012 24 20736 7 62 0 2 002 0 0000 0282220 2 034 4308 800 4 00 830007010000512000 425410 13310 2 02900104 181 9 3026 0 0 0 012 1 0 40 20 2 114 0020 0000 11 02 1 0700 15142407000 0 0 0002 000022787 24 7 201 1 20 0 0 8300 907900100 600 08 11 26 7 5 5 11 12 17 11 40714 4 1176 29 11 412 0 0 03 2 005 1111 0 1 5 2 3 2 13 4 3 03 14 10117002 0001 5 10037 4 101 00 0 010 19 1 1 09111 11 01 60103 4 4 04 0000 002 0091 8031100 2000000 0011 2 081 10 0300011 3 4 10 1 01100 5 1 1 09 00 11111 1009 0 9 9 0 0009 100 0 0 0 00 200 36 01 0 141 0 1 00000 00 1 8 00 4 4 1111 120 0 00 1 3 2 002 3 2 001 1001 23030 2 2 01 1 12 1 0 1 1 0 00 00 0 000 0 09 1 2 201 1 11 404 4 01 3 0 02 00100 20000 10 03000 5 1 1 09 00000 0 0 0 00 200001200 0 0 00 00 0 36 01 0 0 0 0 000 0000000 0 000 1 0 00 1 0001 1 8 14 0 0000 11 1 2 00 0 00 02 1 2 00000 2002 0220 0000 1 0 2 00 0 00 4 126 0 9 1 2 21 44 01 4 1 001 3 0 002 00 0100 05 1 1 09 00010 000 01 00 00 0 01 06 0 1 0 001 010 1 1036 01 000 0000 0 00 1 8 14 4 1 00100 2 0 00100 00 102 10 001 001 00 01 3 00 0333 20 0333 28651111 0 1 5 4 101 08 1 91 009 2 171521 000 1 0 021701116 2 081 40 3 181 1 5 132 2 001 1 0 11 02002231037 4 101 000 1 0 00 1 01 0 1 0 1 6 3 1 2 4 04 091 501443 4 98031143 16 16 3 4 18 441313 10 22 9 05506 00 00 12 0 1000 00 0012 08032 0 7 1 0001 7 2 9 3 4 10 1 011701 600302 0 2 020 6 0014302 33 33 2 3 42 65 3342 2 509 0 0 0 919 007 0 2 002 0 0 034 4308 800 4 00 830007010000512000 425410 133141 0 1 0 000 10 2 02900104 181 0 41707000 0000 0 4 4 00100 120 0 0300 907900100 600 08 1 0 6 0000 005 6 0 0 4 12510 15 6 10 00 6 00171721 7 2 0 1 7000 2 1714 151 9 0900 2 00 00 6 0 0000 0000 9 0 9 009000 0 0 000 0 01 06 0 000 6 15511722 0 2 2 00 00010 1000013 0 3 0 3 300000 00 00 0141 1 1 4 4 1 00 20 012 0 020 02 11101110000 0 100 2 10 0 0 0001 2 00 1 3 0 10 1 33 20 002 7214733 286 510 15 6 10 0 023 2 382 0 332 9 1 0 1 5 17152 2172170110010 00000217 2017 1 5 132 2 0 00 0 02002231 0 02 1714 11 523 1120 0 1 3 1 2 02 1 0 3 0 3 0 3 3 0 0 1443 4 9014302 33 33 2 3 42 65 3342 2 10011 1 203 26 0 0 0 0001 8 0410 1541739 019 1 14 70 00 6 15511722 0 2 0 1 0 292 0 236 1 1 2 137 262 0 2 0 0 2 22120 0 0 01 2 20 421 0 2 3140 1 221 0 1 20 4100020 0 0 0001034430313631 261 0 111190 413 141 1 1 4 1 401 00 2 2 10 01 0 1 1 00010 00 21101229291021124114211 221 12 252 711394 21 362 821532 721 5 1 22 101 1 1 4 1 1 4 00 032 5 010122 8 228 2 1 0 121102011 6111 4 148 710071004166 325711122 0 11252 1111 514 141 4 1 1444411722828 1 0 14 0020 0000 11 04 85100 0 0 20000 10 010 111 1 1 0 0 0 0001 2 00 1 3 0 0 15 11 51470 022 0 331 2 2 9 0 10 0 3 11120 0 11110 0 3 20 3 0 611 18 7 100 312 03 26 0 0 0 0001 8 0410 1541739 019 1 14 70 022 236 1 1 2 221221141 0 0 4 141 4 61 5115 51 0 0 0 11 5511 2 1020 3421 0 2 3140 1 0 1 221 0 1 20 4100044441172281 0242 0 0 0 00013631 111913 01 1 40 14 8500002010 00 20110122929010 2094 1 10 4721 121 252 711394 2 0 2 0 140 220 0 0 0 000 0 1 1 1 11 1 1 1 1 2111323 2323 2 2 00223 174 193 21261157 19 11011 2 6 5 4 53102141 4 40 1 12 1102 120 120 0 0 10 11 4 625 0062 0 00 224 111 4 001 0 0 021 06 04 2 0 368 9 32 121 0 0 3 20 4317321710 3200 34 2 410 0 2001 4 1 0 0251511 16201 011 4 18 18 4 0 2 6 4361 9 25 1223600 00 0 12216 5491 6 6 1 01011 0 111113 1111036 7 62 17100 110 220100 0 00104 1812 0 09 300 0 0 012 1 0 20 2 111100 1 00 0000 0 01 0 011 110 2 1 00 0 1 20002004 5 101 00010001 10 30 22 5213787 24 7 21 1 100 8826 7 512 11 7144 1176 29 11 412 2 0 2 00223 174 193 2100261150 0 2 351 10 14 530000 0 0 0 0 0 10000 01 1123 61 1 5721 414 1 0 0 000 0 10 00 000 00 00 000 000 3 0 1 21 0 3 111 0 00 1 01 0 110 0 11 1 14 31001 08 1 91 009 2 4 625 001 0 0 11 0 000062 0 00 224 111 4 00134 0 0 00 021 06 0410 2 30 36170 16 2 083 1811 0 321 0 037 4 2 3 9212120 0 00 0 0 000 0 00160 0 1 1 0 0 3 20 3 1 104 04 1 0 001 1 1 1 340 0 20310131130 22 100 1 4 1 0 0251511 16201 0 1 0 801 1 1413313 1 441411 0 31143 16 16 3 4 18 18 441310 21 36 4361 9 25 10 22 9 05235060000 0087 1 0001 7 2 9 0 0 00111 010111200 0 11000 0 00 0000 100 10 1 0 1001113 1111036 7 62000000 17100 1100000 0 0 22114443220 500004025102413111583136713420 0 612410101 1 0 130 130 0 0 0 00104 1812 0 09 300 0 0 012 1 0 20 230 0 2101 101110 2 1 00 0 1 0 0 000 0 000 0000 1 10 110 0702000724 4 0001 00010001 10 30 22 5213787 24 7 21 1 18831 33 1126 7 512 11 7144 1176 29 11 412 00 000 3 2 000 0 0 0 0 0 0 0000 00000 0 000 000000 00 0 01 0 0 000 000 0 002 3 000 0 000 10 00 000 00 00 01 00 21 1 00 3 111 0 00010 2 13 4 3 03 14 31001 0801 0 012 2 01 1 12 1 0 1 1 0 00 00 1 0 037 400000 0 0 00000 0 00 0 1 1 00 0 0 000 0 00001 03 4 3 1 104 04 2010 011 31803110 2000087 1 000100000 0 00 010 0000 0 0 00000 00 0 0 0 0 00001 00 0000 1104 4 4242332 2312 1 00 100 000 0212 2 10017 0 0 0 171 171 1 1 01 2 3516 20 2 01 2 10 20 00 0 02 2 42 0 211 1 11 10 10102 2 1 10000100 0 1 0 101010 00 0110 11011 1 110 10 0 00 0 0 101 70 1 1 120 02 62 110212211 123 1 010 1 00131 0 21 34101 11 111 0 242102 121 03 0230 0 0 210 010 1 21350 20020111200 0 111 10101 0 21 10 100170 1 11891311110 00170 1 11 220 121 11003420 0 612415210 0111111 1 1110 0 001001 210 1 01001001 00 0 000 0 00000 000000 1 10 11000 002252 2152505021242242493112211114131 0 140 220 0 0 0 00 000 11 10 10 121 0 011 1 310017 0171 171 17401 2 10 21 2 110 120 21 0120 102 011 1 110 10 0 00 0 0 0 1 1 1 111101 0 02 21 44 41 12 1102 120 120 0 0 10 11 2 0 1 0101001101 11 111 0 2 121 0 0 3 20 00 0 0 230 0 200 0 1121 01011 0 111 10101110 0170 1 10 00 1 00 000000101 0 0111111 1 1110 0 0 10 01210 1 01001000 110110 1 1220 2 52 21525050212224 2 2 0 2 0 140 220 0 0 0 000 0 1 1 1 11 1 1 1 1 2111323 2323 2 2 00223 174 193 21261157 19 11011 2 6 5 4 53102141 4 40 1 12 1102 120 120 0 0 10 11 4 625 0062 0 00 224 111 4 001 0 0 021 06 04 2 0 368 9 32 121 0 0 3 20 4317321710 3200 34 2 410 0 2001 4 1 0 0251511 16201 011 4 18 18 4 0 2 6 4361 9 25 1223600 00 0 12216 5491 6 6 1 01011 0 111113 1111036 7 62 17100 110 220100 0 00104 1812 0 09 300 0 0 012 1 0 20 2 111100 1 00 0000 0 01 0 011 110 2 1 00 0 1 20002004 5 101 00010001 10 30 22 5213787 24 7 21 1 100 8826 7 512 11 7144 1176 29 11 412 Transportation Impact Study Greenline Business Park – Federal Way, WA Appendix F City of Federal Way Concurrency Results at Weyerhaeuser Way S / S 336th Street Lanes, Volumes, Timings 8: Weyerhaeuser Wy S & S 336 St 03/28/2018 Greenline BP 17-105491-CN Synchro 10 Report 2020 Horizon Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations 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 Bus Blockages (#/hr)022022 Shared Lane Traffic (%) Sign Control Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout HCM 6th Roundabout 8: Weyerhaeuser Wy S & S 336 St 03/28/2018 Greenline BP 17-105491-CN Synchro 10 Report 2020 Horizon 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, s/veh 10.1 11.8 15.7 Approach LOS B B C Lane Left Right Left 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 V/C 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 AB BA CB 95th %tile Queue, veh 1 4 5 0 5 4