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21-100325-Traffic Impact Analysis (TIA) Data-01-29-2021-V1 Woodbridge Business Park Federal Way, WA Updated Transportation Impact Analysis March 17, 2020 Prepared for: Federal Way Campus, LLC 11111 Santa Monica Blvd, Suite 800 Los Angeles, CA 90025 Prepared by: TENW Transportation Engineering NorthWest 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 Office: (425) 889-6747 Fax: (425) 889-8369 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page i Table of Contents EXECUTIVE SUMMARY .............................................................................................. 1 Project Description ..................................................................................................... 3 Project Approach ...................................................................................................... 3 Primary Data and Information Sources ........................................................................... 4 EXISTING CONDITIONS ............................................................................................. 7 Roadway Network .................................................................................................... 7 Transit Service........................................................................................................... 7 Bicycle & Pedestrian Facilities ...................................................................................... 7 Existing Traffic Volumes ............................................................................................... 7 Existing Level of Service ............................................................................................ 11 FUTURE CONDITIONS AND PROJECT IMPACTS .......................................................... 13 Future Road Network ............................................................................................... 13 Project Trip Generation ............................................................................................. 13 Project Trip Distribution and Assignment ....................................................................... 14 Future Traffic Volumes ............................................................................................... 14 Future Level of Service .............................................................................................. 24 Site Access Evaluation .............................................................................................. 26 SimTraffic Queue Analysis ......................................................................................... 28 Weyerhaeuser Way Assessment ................................................................................ 28 MITIGATION .......................................................................................................... 29 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 – CityÊs EMME/2 Traffic Model Distribution Plots Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page ii Figures Figure 1 Project Site Vicinity ....................................................................................................... 5 Figure 2 Preliminary Site Plan ..................................................................................................... 6 Figure 3 2019 Existing Weekday AM Peak Hour Traffic Volumes ..................................................... 8 Figure 4 2019 Existing Weekday PM Peak Hour Traffic Volumes ..................................................... 9 Figure 5 2019 Existing Saturday PM Peak Hour Traffic Volumes ..................................................... 10 Figure 6 Weekday AM Peak Hour Net Project Trip Assignment ...................................................... 15 Figure 7 Weekday PM Peak Hour Net Project Trip Assignment ....................................................... 16 Figure 8 Saturday PM Peak Hour Net Project Trip Assignment ........................................................ 17 Figure 9 2022 Without Project Weekday AM Peak Hour Traffic Volumes ........................................ 18 Figure 10 2022 Without Project Weekday PM Peak Hour Traffic Volumes ....................................... 19 Figure 11 2022 Without Project Saturday PM Peak Hour Traffic Volumes......................................... 20 Figure 12 2022 With Project Weekday AM Peak Hour Traffic Volumes .......................................... 21 Figure 13 2022 With Project Weekday PM Peak Hour Traffic Volumes ........................................... 22 Figure 14 2022 With Project Saturday PM Peak Hour Traffic Volumes ............................................ 23 Tables Table 1 Existing Roadway Network Summary – Project Site Vicinity .................................................. 7 Table 2 Existing Weekday Level of Service Summary ................................................................... 12 Table 3 Existing Saturday Level of Service Summary .................................................................... 12 Table 4 Trip Generation Summary ............................................................................................ 13 Table 5 Future 2022 Saturday Peak Hour Level of Service Summary............................................... 24 Table 6 Future 2022 Weekday Peak Hour Level of Service Summary ............................................. 25 Table 7 Future 2022 Peak Hour Site Access Level of Service Summary ........................................... 27 Table 8 Weekday AM Peak Hour Queue Summary .................................................................... 28 Table 9 Independent Traffic Impact Fee Rate Calculation .............................................................. 29 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 1 EXECUTIVE SUMMARY This Updated Transportation Impact Analysis (TIA) documents the traffic impacts associated with the proposed Woodbridge Business Park development. This is an update to our previous traffic analysis dated April 27, 2018; the updates include a reduced building area, addition of weekday PM peak hour analysis with updated traffic counts, and a new future project buildout year of 2022. Project Proposal. The project proposal includes the development of up to 972,700 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. The existing site includes the Weyerhaeuser Technology Center, which will remain with the proposed project. Vehicular access is proposed at four locations along Weyerhaeuser Way S. Full project buildout is expected by 2022. Trip Generation. Woodbridge Business Park is estimated to generate 3,064 new weekday daily trips with 389 new trips during the weekday AM peak hour (315 in, 74 out) and 389 new trips during the weekday PM peak hour (82 in, 307 out). Intersection LOS Analysis. Level of service (LOS) analyses were conducted at off-site study intersections during the weekday AM, weekday PM, and Saturday PM peak hours. The results showed that the study intersections are estimated to operate at acceptable levels (meeting City and WSDOT standards) in 2022 with the Woodbridge Business Park development with one exception. The SR-18 westbound ramps intersection at Weyerhaeuser Way S is anticipated to operate at LOS E with the proposed project in 2022 during the weekday PM peak hour. Proposed mitigation at the Weyerhaeuser Way S/SR-18 WB Ramp intersection is discussed below. City Center Access Project. As it relates to the proposed Woodbridge 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 Woodbridge site. The proposed Woodbridge development is expected to dedicate the 106-foot right-of-way to the City for this future road, which will be credited against the CityÊs 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 2022 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 Woodbridge Business Park development. Based on the estimated future weekday AM, weekday PM, and Saturday PM peak hour traffic volumes for year 2022, the Directional Design Hourly Volume (DDHV) along Weyerhaeuser Way S north of S 336th Street is less than 825 trips indicating that the existing 2/3-lane road section would be adequate. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 2 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 Woodbridge Business Park development is $1,760,587. Weyerhaeuser Way S / SR-18 WB Ramp To mitigate project impacts at the Weyerhaeuser Way S/SR-18 WB Ramp intersection, the project proposes re-timing the traffic signal to better reflect the future with project traffic volumes. With the proposed re-timing, the intersection would operate at LOS D (54.9 seconds) with the Woodbridge Business Park project. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 3 INTRODUCTION This Traffic Impact Analysis (TIA) has been prepared for the proposed Woodbridge 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). This is an update to our previous traffic analysis dated April 27, 2018 and includes a weekday PM peak hour analysis and updated traffic counts. The updated traffic analysis also reflects the current proposed site plan and future buildout year. Project Description The project proposal includes the development of up to 972,700 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. The existing site includes the Weyerhaeuser Technology Center, which will remain with the proposed project. Vehicular access is proposed at four locations along Weyerhaeuser Way S. Full project buildout is expected by 2022. A preliminary site plan is provided in Figure 2. Project Approach To analyze the traffic impacts from the Woodbridge Business Park development, the following tasks were undertaken based on the CityÊs TIA Scoping Sheet (included in Appendix A). The following tasks and methodology are consistent with City of Federal Way guidelines for traffic analysis for weekday AM peak hour and Saturday peak hour conditions. In addition, and based on the request of City transportation staff and WSDOT, weekday PM peak hour evaluation was also included in this updated traffic analysis. · 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 and PM peak hours: 1. 23rd Avenue S / S 320th Street (signalized) 2. 25th Avenue S / S 320th Street (signalized) 3. I-5 SB Ramps / S 320th Street (signalized) 4. I-5 NB Ramps / S 320th Street (signalized) 5. 32nd Avenue S / S 320th Street (signalized) 6. Weyerhaeuser Way S / S 320th Street (signalized) 7. 32nd Avenue S / S 323rd Street (roundabout) 8. Weyerhaeuser Way S / S 323rd Street (stop controlled) 9. Weyerhaeuser Way S / S 336th Street (roundabout) 10. Weyerhaeuser Way S / 33rd Place S (roundabout) 11. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 12. Weyerhaeuser Way S / SR-18 EB Ramps (signalized) Note that new traffic counts were collected at the end of 2019 at the study intersections to represent updated existing traffic conditions. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 4 · 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) · 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, weekday PM peak hour, and Saturday PM peak hour LOS at the study intersections and site driveways under 2 scenarios (2022 Without-Project and 2022 With-Project). · Performed SimTraffic evaluation to model peak hour queues at the SR-18 ramp terminal intersections on Weyerhaeuser Way and the I-5 ramp terminal intersections on 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. · 2019 weekday AM peak hour, weekday PM peak hour, and Saturday PM peak hour traffic counts, All Traffic Data. · Highway Capacity Manual (HCM), 2000. · Highway Capacity Manual (HCM), 6th Edition, 2016. · City of Federal Way EMME/2 Traffic Model Distribution Plots. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 5 Figure 1 Project Site Vicinity Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 6 Figure 2 Preliminary Site Plan Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 7 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, weekday PM, and Saturday PM peak hour traffic volumes at the study intersections were conducted by All Traffic Data (ATD) in 2019. 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. The existing weekday AM, weekday PM, and Saturday PM peak hour traffic volumes at the study intersections are shown in Figures 3-5. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 8 Figure 3 2019 Existing Weekday AM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 9 Figure 4 2019 Existing Weekday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 10 Figure 5 2019 Existing Saturday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 11 Existing Level of Service Existing weekday AM and PM peak hour level of service (LOS) analyses were conducted at the following study intersections: 1. 23rd Avenue S / S 320th Street (signalized) 2. 25th Avenue S / S 320th Street (signalized) 3. I-5 SB Ramps / S 320th Street (signalized) 4. I-5 NB Ramps / S 320th Street (signalized) 5. 32nd Avenue S / S 320th Street (signalized) 6. Weyerhaeuser Way S / S 320th Street (signalized) 7. 32nd Avenue S / S 323rd Street (roundabout) 8. Weyerhaeuser Way S / S 323rd Street (stop controlled) 9. Weyerhaeuser Way S / S 336th Street (roundabout) 10. Weyerhaeuser Way S / 33rd Place S (roundabout) 11. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 12. 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) Note that weekday PM peak hour analysis was included in this updated TIA at request of WSDOT at the same study intersections as the AM peak hour. The City of Federal Way is also evaluating weekday PM peak hour LOS as part of their standard transportation concurrency evaluation at City intersections. Additionally, weekday AM, weekday PM, and Saturday PM peak hour level of service (LOS) analyses were conducted at the four site access driveways and will be discussed in a later section. It should be noted that LOS calculations at City of Federal Way intersections are based on HCM 2000 methodology consistent with City-adopted standards. LOS calculations at WSDOT intersections are based on HCM 6th Edition methodology consistent with the WSDOT Synchro Protocol. The Sidra 8 software was used to determine LOS results at the roundabouts. Existing signal timing was provided by WSDOT and the City of Federal Way at the study intersections that are signalized. The existing weekday AM, weekday PM, and Saturday PM peak hour LOS analysis results at the study intersections are summarized in Table 2. The existing LOS worksheets are included in Appendix C. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 12 Table 2 Existing Weekday Level of Service Summary AM Peak Hour PM Peak Hour Study Intersection/Movement LOS Delay (sec) v/c LOS Delay (sec) v/c Signalized 1. 23rd Avenue S / S 320th Street C 22.3 0.47 D 41.5 0.75 2. 25th Avenue S / S 320th Street B 10.2 0.43 B 18.1 0.61 3. I-5 SB Ramps / S 320th Street B 11.3 - C 21.8 - 4. I-5 NB Ramps / S 320th Street C 27.3 - B 17.7 - 5. 32nd Avenue S / S 320th Street A 5.9 0.44 B 11.2 0.79 6. Weyerhaeuser Way S / S 320th Street A 8.9 0.37 B 13.8 0.67 11. Weyerhaeuser Way S / SR-18 WB Ramps C 26.3 - C 22.2 - 12. Weyerhaeuser Way S / SR-18 EB Ramps A 9.7 - C 20.6 - Roundabout 7. 32nd Avenue S / S 323rd Street A 3.6 0.12 A 3.3 0.08 9. Weyerhaeuser Way S / S 336th Street A 6.7 0.36 A 8.2 0.51 10. Weyerhaeuser Way S / 33rd Place S A 3.9 0.31 A 3.8 0.32 Stop Controlled 8. Weyerhaeuser Way / S 323rd Street Eastbound Left-Turn B 12.6 0.00 B 13.9 0.03 Eastbound Right-Turn A 9.9 0.01 B 11.0 0.17 Northbound Left-Turn A 8.1 0.11 A 7.9 0.01 Table 3 Existing Saturday Level of Service Summary PM Peak Hour Study Intersection/Movement LOS Delay (sec) v/c Stop Controlled 1. Weyerhaeuser Way / S 323rd Street Eastbound Left-Turn A 9.7 0.00 Eastbound Right-Turn A 9.1 0.00 Northbound Left-Turn A 7.6 0.00 Roundabout 2. Weyerhaeuser Way S / S 336th Street A 6.6 0.21 3. Weyerhaeuser Way S / 33rd Place S A 3.8 0.16 Signalized 4. Weyerhaeuser Way S / SR-18 WB Ramps B 11.5 - 5. Weyerhaeuser Way S / SR-18 EB Ramps A 8.9 - As shown in Tables 2 and 3, all study intersections currently operate at LOS D or better during the weekday AM, weekday PM, and Saturday PM peak hours. Additionally, all v/c ratios are currently under 1.2 for signalized intersections, and less than 1.0 for all movements at unsignalized intersections, which meets 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 C or better during the weekday AM, weekday PM, and Saturday PM peak hours. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 13 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 is studying 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 WayÊs 6-Year Transportation Improvement Plan (TIP) as an environmental documentation study. The City is conducting 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. As it relates to the proposed Woodbridge Business Park development, part of the City Center Access project has identified a new principal arterial (with 106-foot right-of-way) along the S 324th Street alignment located on the north portion of the Woodbridge site. The proposed Woodbridge development is expected to dedicate the 106-foot right-of-way to the City for this future road, which is expected to be credited against the CityÊs traffic impact fee (TIF). The new S 324th Street extension was not included in the future roadway network for the purposes of this traffic analysis since it will not be constructed prior to buildout of the proposed Woodbridge Business Park project (estimated to be 2022). This is also consistent with the analysis completed for Buildings A and B. Project Trip Generation The trip generation estimates for the Woodbridge 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 1,333 1,333 2,666 199 199 398 1,532 1,532 3,064 Weekday AM Peak Hour 274 64 338 41 10 51 315 74 389 Weekday PM Peak Hour 71 267 338 11 40 51 82 307 389 Saturday PM Peak Hour 81 173 254 12 26 38 93 199 292 As shown in Table 4, Woodbridge Business Park is estimated to generate 3,064 new weekday daily trips with 389 new trips during the weekday AM peak hour (315 in, 74 out) and 389 new trips during the weekday PM peak hour (82 in, 307 out). Woodbridge Business Park is estimated to generate 292 new trips during the Saturday PM peak hour (93 in, 199 out). The detailed trip generation estimates are included in Appendix D. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 14 Project Trip Distribution and Assignment The distribution of the weekday AM, weekday PM, and Saturday PM peak hour project trips generated by the proposed Woodbridge 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, weekday PM, and Saturday PM peak hour trips generated by the proposed Woodbridge Business Park development is shown graphically in Figures 6-8. Future Traffic Volumes The anticipated buildout year for the Woodbridge Business Park development is 2022. Note that the future buildout year was updated in this report and traffic analysis using new 2019 traffic counts and future traffic growth for three (3) years. It should also be noted that weekday PM peak hour traffic volumes and LOS were evaluated in this updated TIA, and were not evaluated in the prior TIA. Future 2022 Without Project (No Action) traffic volumes were estimated by applying a 2 percent annual growth rate to the existing (2019) traffic volumes to estimate future year 2022 weekday AM, weekday PM, 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 without- project 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 2022 Without-Project weekday AM, weekday PM, and Saturday PM peak hour traffic volumes at the study intersections are shown in Figures 9-11. The future 2022 With-Project weekday AM, weekday PM, and Saturday PM peak hour traffic volumes were determined by adding the trip assignment from the proposed Woodbridge Business Park development (shown in Figures 6-8) to the future 2022 Without Project traffic volumes (shown in Figures 9-11). The resulting future 2022 With-Project weekday AM, weekday PM, and Saturday PM peak hour traffic volumes are shown in Figures 12-14. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 15 Figure 6 Weekday AM Peak Hour Net Project Trip Assignment Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 16 Figure 7 Weekday PM Peak Hour Net Project Trip Assignment Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 17 Figure 8 Saturday PM Peak Hour Net Project Trip Assignment Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 18 Figure 9 2022 Without Project Weekday AM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 19 Figure 10 2022 Without Project Weekday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 20 Figure 11 2022 Without Project Saturday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 21 Figure 12 2022 With Project Weekday AM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 22 Figure 13 2022 With Project Weekday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 23 Figure 14 2022 With Project Saturday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 24 Future Level of Service Future year Level of Service (LOS) analyses were conducted at the study intersections for the following future year 2022 conditions with and without the proposed Woodbridge Business Park development: · weekday AM peak hour · weekday PM peak hour* · Saturday PM peak hour * note that weekday PM peak hour analysis was included in this updated TIA at the request of WSDOT at the same study intersections as the AM peak hour. The City of Federal Way is also evaluating weekday PM peak hour LOS as part of their standard transportation concurrency evaluation at City intersections. The signal timing is based on existing signal timing as provided by WSDOT and the City of Federal Way. The future 2022 weekday AM, weekday PM, and Saturday PM peak hour LOS results are summarized in Tables 5 and 6 next. Table 5 Future 2022 Saturday Peak Hour Level of Service Summary 2022 Without Project 2022 With Project Study Intersection/Movement LOS Delay (sec) v/c LOS Delay (sec) v/c Saturday Peak Hour Stop Controlled 1. Weyerhaeuser Way / S 323rd Street Eastbound Left-Turn A 9.9 0.00 B 10.3 0.00 Eastbound Right-Turn A 9.3 0.02 A 10.0 0.07 Northbound Left-Turn A 7.6 0.00 A 7.9 0.02 Roundabout 2. Weyerhaeuser Way S / S 336th Street A 6.7 0.24 A 7.1 0.24 3. Weyerhaeuser Way S / 33rd Place S A 4.3 0.20 A 4.4 0.22 Signalized 4. Weyerhaeuser Way S / SR-18 WB Ramps B 12.3 - B 12.7 - 5. Weyerhaeuser Way S / SR-18 EB Ramps A 10.4 - B 10.5 - As shown in Tables 5 and 6, all study intersections are anticipated to operate at acceptable levels in 2022 (meeting City and WSDOT LOS standards) with the proposed Woodbridge Business Park during the weekday AM, weekday PM, and Saturday PM peak hours with one exception, discussed in the next paragraph. The detailed LOS worksheets are included in Appendix C. The Weyerhaeuser Way/SR-18 WB ramps intersection is anticipated to operate at LOS E with the project in 2022 during the weekday PM peak hour. SR-18 is classified as a WSDOT Highway of Statewide Significance (HSS) and has an established LOS standard of LOS D. The proposed mitigation includes re-timing the signal and increasing the cycle length to 160 seconds (from 132.3 existing conditions); this mitigation would result in LOS D (54.9 seconds) operation in the PM peak. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 25 Table 6 Future 2022 Weekday Peak Hour Level of Service Summary 2022 Without Project 2022 With Project Study Intersection/Movement LOS Delay (sec) v/c LOS Delay (sec) v/c Weekday AM Peak Hour Signalized 1. 23rd Avenue S / S 320th Street C 22.2 0.50 C 22.3 0.53 2. 25th Avenue S / S 320th Street B 11.3 0.47 B 11.2 0.50 3. I-5 SB Ramps / S 320th Street B 17.6 - B 16.5 - 4. I-5 NB Ramps / S 320th Street D 47.0 - D 54.0 - 5. 32nd Avenue S / S 320th Street A 7.8 0.54 A 8.1 0.57 6. Weyerhaeuser Way S / S 320th Street A 9.1 0.62 B 10.8 0.79 11. Weyerhaeuser Way S / SR-18 WB Ramps D 42.6 - D 43.6 - 12. Weyerhaeuser Way S / SR-18 EB Ramps B 17.3 - B 17.4 - Roundabout 7. 32nd Avenue S / S 323rd Street A 4.0 0.13 A 5.0 0.27 9. Weyerhaeuser Way S / S 336th Street A 7.7 0.46 A 7.9 0.47 10. Weyerhaeuser Way S / 33rd Place S A 4.7 0.47 A 4.8 0.48 Stop Controlled 8. Weyerhaeuser Way / S 323rd Street Eastbound Left-Turn B 14.1 0.00 C 15.5 0.00 Eastbound Right-Turn B 11.9 0.04 C 19.7 0.43 Northbound Left-Turn A 9.2 0.15 B 10.2 0.19 Weekday PM Peak Hour Signalized 1. I-5 SB Ramps / S 320th Street D 43.6 0.80 D 43.6 0.80 2. I-5 NB Ramps / S 320th Street B 16.1 0.69 B 16.1 0.69 3. 32nd Avenue S / S 320th Street C 34.4 - C 34.6 - 4. Weyerhaeuser Way S / S 320th Street B 19.8 - C 20.1 - 6. Pacific Highway S / S 336th Street B 17.0 0.83 B 18.5 0.84 7. 20th Avenue S / S 336th Street B 18.1 0.92 C 21.6 1.04 11. Weyerhaeuser Way S / SR-18 WB Ramps * D 53.1 - E* 58.4 - 12. Weyerhaeuser Way S / SR-18 EB Ramps D 43.0 - D 50.8 - Roundabout 7. 32nd Avenue S / S 323rd Street A 3.4 0.10 A 3.7 0.13 9. Weyerhaeuser Way S / S 336th Street A 9.2 0.63 B 12.2 0.75 10. Weyerhaeuser Way S / 33rd Place S A 5.4 0.52 A 5.7 0.61 Stop Controlled 8. Weyerhaeuser Way / S 323rd Street Eastbound Left-Turn C 15.6 0.04 C 18.0 0.04 Eastbound Right-Turn B 12.3 0.27 B 13.6 0.34 Northbound Left-Turn A 8.1 0.01 A 8.4 0.04 * Proposed mitigation includes re-timing the signal and increasing the cycle length to 160 seconds. This would result in LOS D operation in the PM peak hour. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 26 Site Access Evaluation This section of the TIA evaluates LOS and queues at each of the 4 site driveways along Weyerhaeuser Way for weekday AM peak hour, weekday PM peak hour, and Saturday PM peak hour conditions. It also evaluates driveway spacing. 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 2022 With Project weekday AM, weekday PM, and Saturday PM peak hour traffic volumes at the driveways were shown previously in Figures 9 and 10. 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 7. As shown in Table 7 on the next page, all individual movements at the proposed site access locations on Weyerhaeuser Way S are anticipated to operate at LOS D or better in 2022 during the weekday AM, weekday PM, and Saturday PM peak hours with minimal vehicle queuing. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 27 Table 7 Future 2022 Peak Hour Site Access Level of Service Summary 2022 With Project Study Intersection/Movement LOS Delay (sec) v/c 95th % Queue (ft) Weekday AM Peak Hour A. Weyerhaeuser Way S & North Site Access Northbound Left-Turn A 0.4 0.01 < 25’ Eastbound Left-Right C 16.2 0.06 < 25’ B. Weyerhaeuser Way S & Mid-North Site Access Northbound Left-Turn A 0.7 0.02 < 25’ Eastbound Left-Right B 14.7 0.05 < 25’ C. Weyerhaeuser Way S & Mid-South Site Access Northbound Left-Turn A 0.5 0.02 < 25’ Eastbound Left-Right B 14.5 0.01 < 25’ D. Weyerhaeuser Way S & South Site Access Northbound Left-Turn A 0.9 0.03 < 25’ Eastbound Left-Right B 14.5 0.10 < 25’ Weekday PM Peak Hour A. Weyerhaeuser Way S & North Site Access Northbound Left-Turn A 0.1 0.00 0’ Eastbound Left-Turn C 17.3 0.24 25’ B. Weyerhaeuser Way S & Mid-North Site Access Northbound Left-Turn A 0.1 0.00 0’ Eastbound Left-Turn C 19.5 0.30 25’ C. Weyerhaeuser Way S & Mid-South Site Access Northbound Left-Turn A 0.1 0.00 0’ Eastbound Left-Turn C 18.9 0.11 < 25’ D. Weyerhaeuser Way S & South Site Access Northbound Left-Turn A 0.3 0.01 < 25’ Eastbound Left-Turn D 27.5 0.54 75’ Saturday PM Peak Hour A. Weyerhaeuser Way S & North Site Access Northbound Left-Turn A 0.2 0.00 0’ Eastbound Left-Turn B 11.0 0.09 < 25’ B. Weyerhaeuser Way S & Mid-North Site Access Northbound Left-Turn A 0.1 0.00 0’ Eastbound Left-Turn B 11.0 0.08 < 25’ C. Weyerhaeuser Way S & Mid-South Site Access Northbound Left-Turn A 0.0 0.00 0’ Eastbound Left-Turn B 10.1 0.00 0’ D. Weyerhaeuser Way S & South Site Access Northbound Left-Turn A 0.2 0.00 0’ Eastbound Left-Turn B 11.5 0.16 25’ Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 28 SimTraffic Queue Analysis Future 2022 weekday AM peak hour queueing analyses without and with the proposed Woodbridge 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 (5) SimTraffic simulations were used. A summary of the queue analysis is shown below in Table 8. Weyerhaeuser Way Assessment An evaluation of roadway capacity was conducted for the section of Weyerhaeuser Way S north of S 336th Street along the project frontage to determine if the current principal collector classification consisting of a 2/3-lane road is adequate to accommodate the estimated future traffic projections and traffic generated by the Woodbridge 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 weekday AM, weekday PM, and Saturday PM peak hour traffic volumes for year 2022 as depicted previously in Figures 12-14, 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. The pavement evaluation for Weyerhaeuser Way has been conducted by others, and is provided under separate cover. Table 8 Weekday AM Peak Hour Queue Summary Weekday AM Peak Hour Study Intersection/Movement Storage (feet) 2022 Baseline 2022 With- Project I-5 SB Ramps / S 320th Street Eastbound Right-Turn 400’ 125’ 150’ Westbound Left-Turn 200’ 175’ 175’ Southbound Left-Turn 375’ 125’ 175’ Southbound Left-Thru 1,575’ 125’ 150’ Southbound Right-Turn 1,575’ 225’ 250’ I-5 NB Ramps / S 320th Street Northbound Left-Turn 275’ 325’ 400’ Northbound Left-Thru-Right 1,300’ 425’ 550’ Weyerhaeuser Way S / SR-18 WB Ramps Westbound Left-Turn 1,125’ 300’ 300’ Westbound Right-Turn 125’ 150’ 150’ Northbound Left-Turn 395’ 250’ 250’ Weyerhaeuser Way S / SR-18 EB Ramps Eastbound Left-Turn 1,750’ 225’ 250’ Eastbound Right-Turn 430’ 75’ 75’ Southbound Left-Turn 520’ 200’ 175’ Note: all queues represent 95th percentile queues Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW March 17, 2020 Page 29 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 CityÊs 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 Woodbridge 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) for land use code (LUC 130) Industrial Park. Table 9 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 (2019) Traffic Impact Fee Rate 0.40 100% 1.29 $3,503.56 $1.81 per SF Based on the proposed 972,700 SF of industrial park building area, and the independently calculated traffic impact fee shown in Table 9, the traffic impact fee for the proposed Woodbridge Business Park development is estimated to be $1,760,587. Weyerhaeuser Way S / SR-18 WB Ramp The Weyerhaeuser Way/SR-18 westbound ramps intersection is anticipated to operate at LOS E with the project during the weekday PM peak hour. WSDOT has an established the LOS standard of LOS D. The proposed mitigation includes re-timing the signal and increasing the cycle length to 160 seconds (from 132.3 under existing conditions). With the proposed re-timing, the intersection would operate at LOS D (54.9 seconds) with the Woodbridge Business Park project. Updated Transportation Impact Analysis Woodbridge 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 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Appendix B Existing Peak Hour Traffic Count Data Peak Hour:07:15 AM - 08:15 AM 23RD AVE S 23RD AVE S S 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:12 23RD AVE S & S 320TH ST AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk570243133 843 142 19 865 80 376 295 1,118 1,226 211237 964 911 N S EW 0 0 7611821180S 320TH ST S 320TH ST23RD AVE S 23RD AVE S 2,539 0 416N S EW 0401 0 0 60Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,6270 20 185 0 29 195 0 0 11 0 51 8 5728 31 24 10 7:15 AM 2,6690 19 252 0 19 199 0 1 28 0 64 20 6713 27 32 7 7:30 AM 2,6320 24 215 0 28 216 0 4 19 0 67 13 6698 36 27 12 7:45 AM 2,6470 18 224 0 54 236 0 3 20 0 48 27 7156 32 27 20 8:00 AM 2,6060 19 174 0 41 192 0 3 15 0 64 16 6142 38 32 18 8:15 AM 0 19 205 0 42 208 0 4 20 0 56 19 6342 25 21 13 8:30 AM 0 26 204 0 42 232 0 4 19 0 65 25 6841 24 32 10 8:45 AM 0 18 206 0 49 238 0 2 20 0 39 19 6742 35 26 20 Count Total 0 163 1,665 0 304 1,716 0 21 152 0 454 147 5,23332 248 221 110 Peak Hour 0 80 865 0 142 843 0 11 82 0 243 76 2,66919 133 118 57 HV% PHF 0.88 0.87 0.86 0.96 2.4% 4.4% 9.5% 7.4% 4.5% 0.93 EB WB NB SB All 701211 37 1 0 15 8 28 36 49 30 2010 23 44 N S EW 0 0 901730Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 3 2 4 4 13 7:15 AM 10 5 13 5 33 7:30 AM 4 5 13 7 29 7:45 AM 6 6 12 7 31 8:00 AM 3 4 11 9 27 8:15 AM 7 5 9 10 31 8:30 AM 6 6 8 9 29 8:45 AM 4 6 16 6 32 Count Total 43 39 86 57 225 Peak Hour 23 20 49 28 120 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 1 1 0 0 2 7:15 AM 0 0 0 0 0 7:30 AM 3 1 3 0 7 7:45 AM 2 0 1 0 3 8:00 AM 1 0 0 0 1 8:15 AM 0 0 0 0 0 8:30 AM 2 2 2 0 6 8:45 AM 0 0 1 0 1 Count Total 9 4 7 0 20 Peak Hour 6 1 4 0 11 Peak Hour:07:15 AM - 08:15 AM 25TH AVE S 25TH AVE SS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:11 25TH AVE S & S 320TH ST AM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk33097104 1,130 66 29 1,180 24 134 133 1,309 1,297 2699 1,233 1,173 N S EW 9 0 4105110S 320TH ST S 320TH ST25TH AVE S25TH AVE S2,702 6 742N S EW 2531 1 5 11Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,6320 4 251 0 12 249 0 0 0 0 14 1 5614 18 2 6 7:15 AM 2,7020 3 341 1 18 250 0 1 0 0 24 0 6724 20 3 7 7:30 AM 2,6420 9 306 3 19 273 0 3 2 0 19 0 6799 30 0 6 7:45 AM 2,6060 6 286 2 18 321 0 1 0 0 26 3 7208 36 3 10 8:00 AM 2,5330 6 247 3 11 286 0 5 3 0 28 1 6318 18 5 10 8:15 AM 0 9 250 0 14 278 0 0 1 0 20 0 6123 22 4 11 8:30 AM 0 4 263 0 10 300 0 1 0 0 24 0 6432 28 8 3 8:45 AM 0 7 238 3 12 331 0 1 0 0 12 1 6474 25 5 8 Count Total 0 48 2,182 12 114 2,288 0 12 6 0 167 6 5,16542 197 30 61 Peak Hour 0 24 1,180 9 66 1,130 0 10 5 0 97 4 2,70229 104 11 33 HV% PHF 0.89 0.87 0.50 0.86 2.5% 4.2% 0.0% 1.5% 3.3% 0.94 EB WB NB SB All 1012 52 1 1 29 1 2 3 55 30 02 31 53 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 4 0 7 0 11 7:15 AM 10 0 14 1 25 7:30 AM 6 0 15 0 21 7:45 AM 6 0 13 1 20 8:00 AM 9 0 13 0 22 8:15 AM 9 0 10 2 21 8:30 AM 9 0 9 0 18 8:45 AM 9 0 17 0 26 Count Total 62 0 98 4 164 Peak Hour 31 0 55 2 88 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 1 0 0 1 7:15 AM 0 0 2 2 4 7:30 AM 2 2 1 1 6 7:45 AM 0 2 3 3 8 8:00 AM 0 0 1 0 1 8:15 AM 0 0 1 2 3 8:30 AM 0 3 0 1 4 8:45 AM 0 1 0 0 1 Count Total 2 9 8 9 28 Peak Hour 2 4 7 6 19 Peak Hour:07:30 AM - 08:30 AM SB I5 ONRAMP SB I5 OFFRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:10 SB I5 ONRAMP & S 320TH ST AM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk49301190 852 169 324 886 0 613 0 1,022 1,006 0494 1,210 1,345 N S EW 1 0 10000S 320TH ST S 320TH STSB I5 ONRAMPSB I5 OFFRAMP2,421 1 001N S EW 0000 0 1 10Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,7120 0 184 0 40 172 0 0 0 0 17 2 56579 0 0 71 7:15 AM 2,7850 0 234 0 58 155 0 0 0 0 27 0 677103 0 0 100 7:30 AM 2,8450 0 235 0 59 200 0 0 0 0 22 1 73591 0 0 127 7:45 AM 2,8070 0 219 1 43 232 0 0 0 0 35 0 73560 0 0 145 8:00 AM 2,8280 0 177 0 32 195 0 0 0 0 40 0 63889 0 0 105 8:15 AM 0 0 255 0 35 225 0 0 0 0 22 0 73784 0 0 116 8:30 AM 0 0 214 0 38 230 0 0 0 0 26 0 69792 0 0 97 8:45 AM 0 0 213 0 35 280 0 0 0 0 24 0 75681 0 0 123 Count Total 0 0 1,731 1 340 1,689 0 0 0 0 213 3 5,540679 0 0 884 Peak Hour 0 0 886 1 169 852 0 0 0 0 119 1 2,845324 0 0 493 HV% PHF 0.89 0.93 0.00 0.85 2.6% 3.1% 0.0% 3.8% 3.1% 0.97 EB WB NB SB All 18040 26 6 7 25 0 23 0 32 29 014 32 44 N S EW 0 0 10000Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 7 0 11 1 19 7:15 AM 11 0 5 3 19 7:30 AM 7 0 9 3 19 7:45 AM 6 0 5 9 20 8:00 AM 7 0 11 5 23 8:15 AM 12 0 7 6 25 8:30 AM 7 0 7 3 17 8:45 AM 18 0 10 3 31 Count Total 75 0 65 33 173 Peak Hour 32 0 32 23 87 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 1 1 7:15 AM 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 1 1 8:00 AM 0 0 0 0 0 8:15 AM 1 0 0 0 1 8:30 AM 0 0 0 1 1 8:45 AM 0 0 0 0 0 Count Total 1 0 0 3 4 Peak Hour 1 0 0 1 2 Peak Hour:07:00 AM - 08:00 AM NB I5 OFFRAMP NB I5 ONRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:9 NB I5 OFFRAMP & S 320TH ST AM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk000299 659 0 387 591 0 0 301 958 1,019 818387 978 1,047 N S EW 0 0 038824280S 320TH ST S 320TH STNB I5 OFFRAMPNB I5 ONRAMP2,518 2 100N S EW 0100 1 1 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,7540 0 125 0 0 135 0 104 0 0 0 0 61776 73 104 0 7:15 AM 2,7400 0 165 0 0 143 0 93 1 0 0 0 69496 86 110 0 7:30 AM 2,7050 0 140 0 0 195 0 84 1 0 0 0 712119 73 100 0 7:45 AM 2,6320 0 161 0 0 186 0 107 0 0 0 0 73196 67 114 0 8:00 AM 2,5510 0 163 0 0 140 0 77 0 0 0 0 60355 74 94 0 8:15 AM 0 0 145 0 0 162 0 79 0 0 0 0 659131 64 78 0 8:30 AM 0 0 150 0 0 155 0 94 0 0 0 0 63991 58 91 0 8:45 AM 0 0 176 0 0 172 0 115 0 0 0 0 65061 57 69 0 Count Total 0 0 1,225 0 0 1,288 0 753 2 0 0 0 5,305725 552 760 0 Peak Hour 0 0 591 0 0 659 0 388 2 0 0 0 2,754387 299 428 0 HV% PHF 0.94 0.89 0.93 0.00 3.5% 4.2% 2.9% 0.0% 3.6% 0.94 EB WB NB SB All 00017 23 0 21 13 0 0 17 40 26 2421 34 34 N S EW 0 0 0110130Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 7 5 6 0 18 7:15 AM 9 5 13 0 27 7:30 AM 9 4 12 0 25 7:45 AM 9 10 9 0 28 8:00 AM 5 5 11 0 21 8:15 AM 13 10 4 0 27 8:30 AM 8 9 7 0 24 8:45 AM 12 6 5 0 23 Count Total 72 54 67 0 193 Peak Hour 34 24 40 0 98 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 1 1 2 7:30 AM 0 0 0 1 1 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 0 1 1 2 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 0 2 3 5 Peak Hour 0 0 1 2 3 Peak Hour:07:15 AM - 08:15 AM 32ND AVE S 32ND AVE SS 320TH ST S 320TH ST (303) 216-2439 www.alltrafficdata.net Location:8 32ND AVE S & S 320TH ST AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk1000 933 47 197 850 2 1 2 980 855 20244 1,051 951 N S EW 0 2 015050S 320TH ST S 320TH ST 32ND AVE S32ND AVE S2,045 1 100N S EW 1000 1 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,0281 1 198 0 7 209 0 7 1 0 0 0 46135 0 1 1 7:15 AM 2,0521 0 230 0 9 233 0 1 0 0 0 0 51945 0 0 0 7:30 AM 1,9930 1 192 0 11 245 0 6 0 0 0 0 50346 0 1 1 7:45 AM 1,9601 0 220 0 15 250 0 3 0 0 0 0 54555 0 1 0 8:00 AM 1,8970 1 208 0 12 205 0 5 0 0 0 0 48551 0 3 0 8:15 AM 0 0 193 1 8 221 0 2 0 0 0 0 46031 0 3 1 8:30 AM 0 0 204 0 16 218 1 2 0 0 1 0 47028 0 0 0 8:45 AM 1 1 198 0 7 223 0 4 0 0 0 0 48245 0 3 0 Count Total 4 4 1,643 1 85 1,804 1 30 1 0 1 0 3,925336 0 12 3 Peak Hour 2 2 850 0 47 933 0 15 0 0 0 0 2,052197 0 5 1 HV% PHF 0.95 0.92 0.63 0.25 2.7% 4.2% 15.0% 0.0% 3.5% 0.94 EB WB NB SB All 0000 41 0 2 26 0 0 0 41 28 32 28 42 N S EW 0 0 01020Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 3 1 6 0 10 7:15 AM 5 0 13 0 18 7:30 AM 6 1 10 0 17 7:45 AM 10 0 9 0 19 8:00 AM 7 2 9 0 18 8:15 AM 9 3 4 0 16 8:30 AM 9 2 6 0 17 8:45 AM 6 0 5 0 11 Count Total 55 9 62 0 126 Peak Hour 28 3 41 0 72 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 1 1 2 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 1 0 0 1 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 1 1 1 3 Peak Hour 0 0 1 1 2 Peak Hour:07:15 AM - 08:15 AM WEYERHAEUSER WAY S S 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:6 WEYERHAEUSER WAY S & S 320TH ST AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk 0 860 190 52 805 0 1,050 959 220242 858 927 N S EW 0 1 6601540S 320TH ST S 320TH STWEYERHAEUSER 1,998 010N S EW 000100 Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,0860 0 200 0 24 189 0 18 0 4764 0 41 7:15 AM 2,1280 0 223 0 31 212 0 15 0 5258 0 36 7:30 AM 2,0940 0 182 0 45 227 0 16 0 51410 0 34 7:45 AM 2,0981 0 196 0 64 227 0 18 0 57119 0 46 8:00 AM 2,0220 0 204 0 50 194 0 17 0 51815 0 38 8:15 AM 0 0 187 0 36 216 0 8 0 49112 0 32 8:30 AM 0 0 188 0 43 220 0 9 0 51821 0 37 8:45 AM 0 0 184 0 36 208 0 20 0 49517 0 30 Count Total 1 0 1,564 0 329 1,693 0 121 0 4,108106 0 294 Peak Hour 1 0 805 0 190 860 0 66 0 2,12852 0 154 HV% PHF 0.93 0.90 0.86 3.1% 4.2% 4.5% 3.8% 0.93 EB WB NB SB All 0 39 5 0 27 0 44 35 105 27 41 N S EW 0 0 2080Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 1 2 5 8 7:15 AM 5 3 13 21 7:30 AM 5 2 11 18 7:45 AM 9 4 9 22 8:00 AM 8 1 11 20 8:15 AM 12 1 7 20 8:30 AM 11 1 8 20 8:45 AM 5 3 9 17 Count Total 56 17 73 146 Peak Hour 27 10 44 81 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 7:15 AM 0 1 0 1 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 1 0 1 Peak Hour 0 1 0 1 Peak Hour:07:15 AM - 08:15 AM 32ND AVE SS 323RD STW DWY (303) 216-2439 www.alltrafficdata.net Location:7 32ND AVE S & S 323RD ST AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk371486 37 0 0 5 3 42 90 123 98 74 N S EW 0 0 0W DWY S 323RD ST 32ND AVE S173 0 00N S EW 000 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 1680 2 1 0 0 9 1 0 0 320 13 6 7:15 AM 1730 0 0 0 0 11 0 2 0 390 15 11 7:30 AM 1590 0 3 0 0 12 0 0 0 410 19 7 7:45 AM 1550 2 1 0 0 8 0 1 0 560 31 13 8:00 AM 1190 1 1 0 0 6 1 1 0 370 21 6 8:15 AM 0 1 0 2 0 5 0 1 0 250 11 5 8:30 AM 0 0 2 0 0 3 0 2 0 370 24 6 8:45 AM 0 0 1 0 0 3 0 0 0 200 8 8 Count Total 0 6 9 2 0 57 2 7 0 2870 142 62 Peak Hour 0 3 5 0 0 37 1 4 0 1730 86 37 HV% PHF 0.67 0.79 0.75 50.0% 3.3% 4.8% 5.8% 0.77 EB WB NB SB All 1011 3 0 0 1 3 2 4 4 24 4 N S EW 0 0 0Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 1 1 7:15 AM 0 0 2 2 7:30 AM 1 1 0 2 7:45 AM 2 1 0 3 8:00 AM 1 2 0 3 8:15 AM 1 5 1 7 8:30 AM 2 1 2 5 8:45 AM 1 1 0 2 Count Total 8 11 6 25 Peak Hour 4 4 2 10 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 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 0 0 0 0 8:45 AM 0 0 0 0 Count Total 1 0 0 1 Peak Hour 0 0 0 0 Peak Hour:07:15 AM - 08:15 AM WEYERHAUSER WAY S WEYERHAUSER WAY S S 323RD ST (303) 216-2439 www.alltrafficdata.net Location:5 WEYERHAUSER WAY S & S 323RD ST AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk11007 0 0 227 233 342223 8 121 N S EW 1 21610923300S 323RD ST WEYERHAUSER WWEYERHAUSER 577 0 01N S EW 00 0 0 10Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 5380 0 0 0 17 58 0 0 22 1031 0 5 7:15 AM 5770 0 0 0 24 53 0 0 33 1142 0 2 7:30 AM 5590 0 0 0 31 52 0 0 54 1402 0 1 7:45 AM 5540 0 0 0 35 70 0 0 71 1812 0 3 8:00 AM 4771 0 0 0 19 58 0 0 58 1421 0 5 8:15 AM 0 0 0 0 15 40 0 0 36 961 0 4 8:30 AM 1 0 0 0 23 55 0 0 54 1352 0 0 8:45 AM 0 0 0 0 10 50 0 0 42 1040 0 2 Count Total 2 0 0 0 174 436 0 0 370 1,01511 0 22 Peak Hour 1 0 0 0 109 233 0 0 216 5777 0 11 HV% PHF 1.00 0.81 0.77 25.0% 3.8% 2.2% 3.5% 0.80 EB WB NB SB All 3001 0 0 5 13 133 2 4 N S EW 1 201300Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 0 3 0 3 7:15 AM 1 4 0 5 7:30 AM 0 3 2 5 7:45 AM 0 5 2 7 8:00 AM 1 1 1 3 8:15 AM 0 1 5 6 8:30 AM 2 1 6 9 8:45 AM 0 4 7 11 Count Total 4 22 23 49 Peak Hour 2 13 5 20 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 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 1 0 0 1 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 1 0 0 1 Peak Hour 1 0 0 1 Peak Hour:07:30 AM - 08:30 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S S 336TH ST (303) 216-2439 www.alltrafficdata.net Location:4 WEYERHAEUSER WAY S & S 336TH ST AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk17710280 0 162 221 335 587326 442 589 N S EW 0 4341217203S 336TH ST WEYERHAEUSER WEYERHAEUSER 1,250 0 00N S EW 00 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 1,1220 37 0 1 57 33 0 0 3 19243 0 18 7:15 AM 1,2210 37 0 1 69 48 0 0 6 23853 0 24 7:30 AM 1,2500 39 0 0 96 50 0 0 6 30975 0 43 7:45 AM 1,2490 54 0 2 129 58 0 0 13 38368 0 59 8:00 AM 1,1420 38 0 0 83 35 1 0 15 29175 0 44 8:15 AM 0 31 0 1 104 29 0 0 9 26762 0 31 8:30 AM 0 42 0 0 105 46 0 0 17 30866 0 32 8:45 AM 0 22 0 0 126 32 0 0 10 27654 0 32 Count Total 0 300 0 5 769 331 1 0 79 2,264496 0 283 Peak Hour 0 162 0 3 412 172 1 0 43 1,250280 0 177 HV% PHF 0.91 0.78 0.77 3.8% 3.2% 1.8% 3.2% 0.82 EB WB NB SB All 40015 0 2 4 6 1915 17 19 N S EW 0 015400Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 2 3 0 5 7:15 AM 5 3 1 9 7:30 AM 9 4 1 14 7:45 AM 2 6 1 9 8:00 AM 6 1 0 7 8:15 AM 0 8 2 10 8:30 AM 12 6 6 24 8:45 AM 5 7 6 18 Count Total 41 38 17 96 Peak Hour 17 19 4 40 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 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:07:45 AM - 08:45 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S33RD PL S (303) 216-2439 www.alltrafficdata.net Location:3 WEYERHAEUSER WAY S & 33RD PL S AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk013247 0 71 324 598 119 126 647366 N S EW 1291 0550934 33RD PL SWEYERHAEUSER WEYERHAEUSER 1,090 0 00 N S EW 0000 0 0 Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 9100 19 0 0 0 79 0 5 39 1558 5 0 7:15 AM 9850 16 0 1 0 112 0 4 48 20011 8 0 7:30 AM 1,0242 17 0 0 0 130 1 0 81 25213 8 0 7:45 AM 1,0901 17 0 0 0 177 1 8 73 30313 13 0 8:00 AM 1,0480 10 0 2 0 113 0 2 88 2307 8 0 8:15 AM 0 14 0 2 0 126 0 3 73 2399 12 0 8:30 AM 0 30 0 0 0 134 0 19 57 31818 60 0 8:45 AM 0 30 0 2 0 133 0 4 59 26125 8 0 Count Total 3 153 0 7 0 1,004 2 45 518 1,958104 122 0 Peak Hour 1 71 0 4 0 550 1 32 291 1,09047 93 0 HV% PHF 0.62 0.83 0.90 0.0% 4.0% 6.2% 4.2% 0.86 EB WB NB SB All 0030 0 0 20 25 0 4 2617 N S EW 017 02510Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 3 1 0 4 7:15 AM 2 0 3 5 7:30 AM 5 2 6 13 7:45 AM 8 0 1 9 8:00 AM 2 0 5 7 8:15 AM 7 0 1 8 8:30 AM 9 0 13 22 8:45 AM 7 0 7 14 Count Total 43 3 36 82 Peak Hour 26 0 20 46 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 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:07:30 AM - 08:30 AM WEYERHAEUSER WAY WEYERHAEUSER WAYSR18 WB OFFRAMPSR18 WB ONRAMP (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY & SR18 WB OFFRAMP AM Thursday, November 7, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk6900320 0 126 0 0 0 319 608 446 0 536376 0 317 N S EW 0 0 25024828800SR18 WB ONRAMP SR18 WB OFFRAMPWEYERHAEUSER WAYWEYERHAEUSER W1,143 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 1,2100 0 0 0 20 0 0 68 62 0 0 35 2320 39 0 8 7:15 AM 1,2910 0 0 0 26 0 0 68 65 0 0 52 2830 64 0 8 7:30 AM 1,3010 0 0 0 26 0 0 65 68 0 0 66 3170 72 0 20 7:45 AM 1,2340 0 0 0 33 0 0 59 91 0 0 62 3780 107 0 26 8:00 AM 1,1050 0 0 0 39 0 0 55 62 0 0 67 3130 77 0 13 8:15 AM 0 0 0 0 28 0 0 69 67 0 0 55 2930 64 0 10 8:30 AM 0 0 0 0 34 0 0 49 48 0 0 45 2500 58 0 16 8:45 AM 0 0 0 0 18 0 0 44 53 0 0 53 2490 70 0 11 Count Total 0 0 0 0 224 0 0 477 516 0 0 435 2,3150 551 0 112 Peak Hour 0 0 0 0 126 0 0 248 288 0 0 250 1,3010 320 0 69 HV% PHF 0.00 0.80 0.89 0.91 0.0% 2.5% 2.1% 3.4% 2.5% 0.86 EB WB NB SB All 6005 0 6 0 0 0 11 10 11 0 1111 0 12 N S EW 0 0 56500Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 0 4 0 3 7 7:15 AM 0 2 2 2 6 7:30 AM 0 0 2 5 7 7:45 AM 0 3 1 2 6 8:00 AM 0 3 3 3 9 8:15 AM 0 5 5 1 11 8:30 AM 0 3 2 5 10 8:45 AM 0 1 1 2 4 Count Total 0 21 16 23 60 Peak Hour 0 11 11 11 33 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 1 0 1 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 0 1 0 1 Peak Hour 0 0 0 0 0 Peak Hour:07:15 AM - 08:15 AM WEYERHAUSER WAY S WEYERHAUSER WAY SSR18 EB ONRAMPSR18 EB OFFRAMP (303) 216-2439 www.alltrafficdata.net Location:2 WEYERHAUSER WAY S & SR18 EB ONRAMP AM Thursday, November 7, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk001640 0 0 176 21 72 366 531 0 515 789378 269 0 N S EW 0 0 20204593300SR18 EB OFFRAMP SR18 EB ONRAMPWEYERHAUSER WAY SWEYERHAUSER WA1,305 0 100N S EW 1000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 1,3770 25 5 0 0 0 0 0 100 0 25 28 29827 0 88 0 7:15 AM 1,4240 15 7 0 0 0 0 0 120 0 35 44 33222 0 89 0 7:30 AM 1,4030 16 10 0 0 0 0 0 114 0 52 40 35636 0 88 0 7:45 AM 1,3130 21 3 0 0 0 0 0 126 0 38 52 39166 0 85 0 8:00 AM 1,1750 20 1 0 0 0 0 0 99 0 39 66 34552 0 68 0 8:15 AM 0 18 1 0 0 0 0 0 118 0 33 46 31145 0 50 0 8:30 AM 0 15 0 0 0 0 0 0 81 0 31 52 26643 0 44 0 8:45 AM 0 7 0 0 0 0 0 0 90 0 33 38 25341 0 44 0 Count Total 0 137 27 0 0 0 0 0 848 0 286 366 2,552332 0 556 0 Peak Hour 0 72 21 0 0 0 0 0 459 0 164 202 1,424176 0 330 0 HV% PHF 0.75 0.00 0.93 0.87 2.2% 0.0% 1.8% 3.0% 2.2% 0.91 EB WB NB SB All 0050 0 0 2 0 4 11 9 0 14 148 6 0 N S EW 0 0 60590Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 0 2 0 1 3 7:15 AM 0 3 0 4 7 7:30 AM 0 1 0 1 2 7:45 AM 1 3 0 1 5 8:00 AM 5 7 0 5 17 8:15 AM 3 5 0 2 10 8:30 AM 3 1 0 5 9 8:45 AM 0 2 0 2 4 Count Total 12 24 0 21 57 Peak Hour 6 14 0 11 31 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 1 0 1 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 0 1 0 1 Peak Hour 0 0 1 0 1 Peak Hour:05:00 PM - 06:00 PM 23RD AVE S 23RD AVE S S 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:12 23RD AVE S & S 320TH ST PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk1290311148 1,417 316 37 1,027 109 666 414 1,881 1,621 503579 1,173 1,609 N S EW 0 0 226631572830S 320TH ST S 320TH ST23RD AVE S 23RD AVE S 3,993 0 151218N S EW 6984 0 0 108Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 4,0612 27 216 0 85 345 0 14 35 0 63 68 9808 29 59 29 4:15 PM 4,1811 26 223 0 95 400 0 12 30 0 68 69 1,0598 38 68 21 4:30 PM 4,2141 23 236 0 79 361 0 12 49 0 77 69 1,0505 48 61 29 4:45 PM 4,1903 25 231 0 64 312 0 9 41 0 67 73 9729 28 65 45 5:00 PM 4,2230 29 267 0 91 360 0 14 46 0 67 60 1,1006 37 94 29 5:15 PM 0 37 296 0 73 356 0 16 33 0 80 55 1,09212 40 54 40 5:30 PM 0 20 221 0 82 339 0 14 40 0 92 70 1,0267 35 72 34 5:45 PM 0 23 243 0 70 362 0 19 38 0 72 41 1,00512 36 63 26 Count Total 7 210 1,933 0 639 2,835 0 110 312 0 586 505 8,28467 291 536 253 Peak Hour 0 109 1,027 0 316 1,417 0 63 157 0 311 226 4,22337 148 283 129 HV% PHF 0.85 0.96 0.82 0.85 1.4% 1.2% 2.2% 4.2% 1.8% 0.96 EB WB NB SB All 40134 12 6 0 11 5 28 19 22 25 1117 16 16 N S EW 0 0 1101010Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 4 2 11 17 34 4:15 PM 2 1 10 12 25 4:30 PM 2 2 7 11 22 4:45 PM 0 3 2 10 15 5:00 PM 5 3 6 7 21 5:15 PM 4 2 3 7 16 5:30 PM 1 5 7 10 23 5:45 PM 6 1 6 4 17 Count Total 24 19 52 78 173 Peak Hour 16 11 22 28 77 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 3 3 2 0 8 4:15 PM 9 5 4 0 18 4:30 PM 7 6 2 0 15 4:45 PM 14 6 5 0 25 5:00 PM 7 4 6 0 17 5:15 PM 2 1 2 0 5 5:30 PM 6 1 4 0 11 5:45 PM 3 6 3 0 12 Count Total 51 32 28 0 111 Peak Hour 18 12 15 0 45 Peak Hour:05:00 PM - 06:00 PM 25TH AVE S 25TH AVE SS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:11 25TH AVE S & S 320TH ST PM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk580135217 1,799 19 16 1,508 61 195 284 2,044 1,711 8237 1,586 1,875 N S EW 9 1 2176590S 320TH ST S 320TH ST25TH AVE S25TH AVE S3,907 4 0217N S EW 0011 3 1 107Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 3,6380 7 279 1 1 466 0 7 2 0 38 1 8781 47 8 20 4:15 PM 3,7460 10 361 2 0 503 0 5 0 0 24 0 9863 50 15 13 4:30 PM 3,7861 12 300 2 1 469 0 7 0 0 29 0 9144 46 18 25 4:45 PM 3,8582 20 305 1 4 412 0 2 0 0 36 0 8604 42 11 21 5:00 PM 3,9070 12 383 0 4 445 0 6 3 0 31 1 9867 52 24 18 5:15 PM 0 16 405 0 5 471 0 2 1 0 38 1 1,0263 56 14 14 5:30 PM 0 18 365 3 5 458 0 7 1 0 41 0 9863 54 16 15 5:45 PM 1 15 355 6 5 425 0 2 1 0 25 0 9093 55 5 11 Count Total 4 110 2,753 15 25 3,649 0 38 8 0 262 3 7,54528 402 111 137 Peak Hour 1 61 1,508 9 19 1,799 0 17 6 0 135 2 3,90716 217 59 58 HV% PHF 0.94 0.96 0.62 0.87 1.6% 1.1% 8.5% 0.5% 1.5% 0.95 EB WB NB SB All 0010 23 0 0 26 0 1 0 23 33 70 26 24 N S EW 0 0 01060Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 6 0 11 0 17 4:15 PM 4 1 14 0 19 4:30 PM 6 2 5 0 13 4:45 PM 2 1 5 0 8 5:00 PM 7 2 4 0 13 5:15 PM 8 2 5 1 16 5:30 PM 4 2 7 0 13 5:45 PM 7 1 7 0 15 Count Total 44 11 58 1 114 Peak Hour 26 7 23 1 57 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 1 0 0 3 4 4:15 PM 2 1 1 3 7 4:30 PM 4 3 3 0 10 4:45 PM 1 2 2 0 5 5:00 PM 8 1 0 0 9 5:15 PM 2 0 0 1 3 5:30 PM 5 1 0 2 8 5:45 PM 2 0 0 1 3 Count Total 25 8 6 10 49 Peak Hour 17 2 0 4 23 Peak Hour:04:00 PM - 05:00 PM SB I5 ONRAMP SB I5 OFFRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:10 SB I5 ONRAMP & S 320TH ST PM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk93304620 1,170 133 303 1,280 0 1,396 0 1,303 1,742 0437 1,583 2,103 N S EW 0 0 10000S 320TH ST S 320TH STSB I5 ONRAMPSB I5 OFFRAMP3,975 5 010N S EW 0010 3 2 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 4,2820 0 308 0 36 313 0 0 0 0 121 0 1,08883 0 0 227 4:15 PM 4,2380 0 311 0 31 277 0 0 0 0 132 0 1,07779 0 0 247 4:30 PM 4,2170 0 344 0 37 299 0 0 0 0 99 1 1,06065 0 0 215 4:45 PM 4,1490 0 317 0 29 281 0 0 0 0 110 0 1,05776 0 0 244 5:00 PM 4,0970 0 310 0 32 301 0 0 0 0 134 0 1,04473 0 0 194 5:15 PM 0 0 322 0 25 328 0 0 0 0 103 0 1,05683 0 0 195 5:30 PM 0 0 296 0 22 254 0 0 0 0 126 1 99268 0 0 225 5:45 PM 0 0 325 0 16 266 0 0 0 0 88 0 1,00584 0 0 226 Count Total 0 0 2,533 0 228 2,319 0 0 0 0 913 2 8,379611 0 0 1,773 Peak Hour 0 0 1,280 0 133 1,170 0 0 0 0 462 1 4,282303 0 0 933 HV% PHF 0.97 0.93 0.00 0.92 1.5% 0.9% 0.0% 0.8% 1.1% 0.98 EB WB NB SB All 4070 11 1 9 14 0 11 0 12 21 010 23 15 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 10 0 4 1 15 4:15 PM 6 0 3 3 12 4:30 PM 3 0 4 4 11 4:45 PM 4 0 1 3 8 5:00 PM 10 0 4 4 18 5:15 PM 6 0 1 2 9 5:30 PM 7 0 6 5 18 5:45 PM 9 0 2 3 14 Count Total 55 0 25 25 105 Peak Hour 23 0 12 11 46 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 1 1 4:15 PM 0 1 0 1 2 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 3 3 5:00 PM 1 0 0 0 1 5:15 PM 0 0 0 0 0 5:30 PM 1 0 0 0 1 5:45 PM 0 0 0 0 0 Count Total 2 1 0 5 8 Peak Hour 0 1 0 5 6 Peak Hour:04:15 PM - 05:15 PM NB I5 OFFRAMP NB I5 ONRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:9 NB I5 OFFRAMP & S 320TH ST PM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk000235 883 0 285 1,485 0 0 235 1,118 1,700 609285 1,770 1,277 N S EW 0 0 039402150S 320TH ST S 320TH STNB I5 OFFRAMPNB I5 ONRAMP3,435 5 280N S EW 0226 2 3 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 3,4900 0 285 0 0 229 0 115 0 0 0 0 881146 65 41 0 4:15 PM 3,4970 0 392 0 0 240 0 103 0 0 0 0 89956 59 49 0 4:30 PM 3,4960 0 357 0 0 217 0 95 0 0 0 0 86788 62 48 0 4:45 PM 3,4600 0 339 0 0 198 0 110 0 0 0 0 84389 48 59 0 5:00 PM 3,3860 0 397 0 0 228 0 86 0 0 0 0 88852 66 59 0 5:15 PM 0 0 321 0 0 216 0 122 0 0 0 0 898105 54 80 0 5:30 PM 0 0 303 0 0 188 0 111 0 0 0 0 831119 42 68 0 5:45 PM 0 0 300 0 0 181 0 96 0 0 0 0 769115 37 40 0 Count Total 0 0 2,694 0 0 1,697 0 838 0 0 0 0 6,876770 433 444 0 Peak Hour 0 0 1,485 0 0 883 0 394 0 0 0 0 3,497285 235 215 0 HV% PHF 0.99 0.93 0.90 0.00 2.0% 1.2% 1.6% 0.0% 1.7% 0.97 EB WB NB SB All 0003 10 0 8 27 0 0 3 13 28 108 35 19 N S EW 0 0 09010Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 10 5 6 0 21 4:15 PM 8 7 7 0 22 4:30 PM 8 1 2 0 11 4:45 PM 5 2 0 0 7 5:00 PM 14 0 4 0 18 5:15 PM 5 2 0 0 7 5:30 PM 8 2 1 0 11 5:45 PM 9 1 3 0 13 Count Total 67 20 23 0 110 Peak Hour 35 10 13 0 58 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 2 1 3 6 4:30 PM 0 2 1 1 4 4:45 PM 0 3 0 0 3 5:00 PM 0 1 0 1 2 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 2 2 5:45 PM 0 0 0 0 0 Count Total 0 8 2 7 17 Peak Hour 0 8 2 5 15 Peak Hour:04:15 PM - 05:15 PM 32ND AVE S 32ND AVE SS 320TH ST S 320TH ST (303) 216-2439 www.alltrafficdata.net Location:8 32ND AVE S & S 320TH ST PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk0000 998 11 38 1,647 1 0 1 1,009 1,718 18549 1,690 1,116 N S EW 0 4 01140710S 320TH ST S 320TH ST 32ND AVE S32ND AVE S2,857 1 100N S EW 0100 1 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 2,7782 0 327 0 1 249 0 41 0 0 0 0 6524 0 28 0 4:15 PM 2,8842 0 431 0 5 272 0 17 0 0 0 0 75012 0 11 0 4:30 PM 2,8280 0 411 0 2 257 0 26 0 0 0 0 7173 0 18 0 4:45 PM 2,7552 1 384 0 1 214 0 27 0 0 0 0 65911 0 19 0 5:00 PM 2,6580 0 421 0 3 255 0 44 0 0 0 0 75812 0 23 0 5:15 PM 3 0 406 0 2 240 0 22 0 0 0 0 69410 0 11 0 5:30 PM 3 1 386 0 4 205 0 24 0 0 0 0 6443 0 18 0 5:45 PM 3 0 330 0 1 192 0 19 0 0 0 0 56212 0 5 0 Count Total 15 2 3,096 0 19 1,884 0 220 0 0 0 0 5,43667 0 133 0 Peak Hour 4 1 1,647 0 11 998 0 114 0 0 0 0 2,88438 0 71 0 HV% PHF 0.95 0.91 0.69 0.00 1.8% 1.4% 0.0% 0.0% 1.5% 0.95 EB WB NB SB All 0000 14 0 1 29 0 0 0 14 29 01 30 14 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 5 1 5 0 11 4:15 PM 9 0 7 0 16 4:30 PM 5 0 3 0 8 4:45 PM 4 0 0 0 4 5:00 PM 12 0 4 0 16 5:15 PM 3 0 2 0 5 5:30 PM 2 1 1 0 4 5:45 PM 3 0 3 0 6 Count Total 43 2 25 0 70 Peak Hour 30 0 14 0 44 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 1 0 0 1 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 1 1 2 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 1 1 5:45 PM 0 0 0 0 0 Count Total 0 1 1 2 4 Peak Hour 0 0 1 1 2 Peak Hour:04:15 PM - 05:15 PM WEYERHAEUSER WAY S S 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:6 WEYERHAEUSER WAY S & S 320TH ST PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk 0 879 185 115 1,569 0 1,064 1,802 339300 1,684 985 N S EW 0 0 10602330S 320TH ST S 320TH STWEYERHAEUSER 2,936 000N S EW 000000 Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 3,0240 0 335 0 53 216 0 34 0 70618 0 50 4:15 PM 3,0870 0 413 0 43 242 0 27 0 80424 0 55 4:30 PM 3,0310 0 391 0 51 236 0 25 0 80237 0 62 4:45 PM 2,9450 0 369 0 44 182 0 28 0 71227 0 62 5:00 PM 2,8650 0 396 0 47 219 0 26 0 76927 0 54 5:15 PM 0 0 400 0 28 209 0 27 0 74822 0 62 5:30 PM 0 0 389 0 46 191 0 20 0 71627 0 43 5:45 PM 0 0 332 0 48 178 0 20 0 63219 0 35 Count Total 0 0 3,025 0 360 1,673 0 207 0 5,889201 0 423 Peak Hour 0 0 1,569 0 185 879 0 106 0 3,087115 0 233 HV% PHF 0.96 0.93 0.94 1.5% 1.4% 1.8% 1.5% 0.96 EB WB NB SB All 0 8 7 1 25 0 15 28 68 26 11 N S EW 0 0 3030Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 6 2 9 17 4:15 PM 9 4 5 18 4:30 PM 5 0 5 10 4:45 PM 5 1 1 7 5:00 PM 7 1 4 12 5:15 PM 4 0 2 6 5:30 PM 3 1 2 6 5:45 PM 4 0 4 8 Count Total 43 9 32 84 Peak Hour 26 6 15 47 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 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 0 0 0 0 Peak Hour 0 0 0 0 Peak Hour:04:30 PM - 05:30 PM 32ND AVE SS 323RD STW DWY (303) 216-2439 www.alltrafficdata.net Location:7 32ND AVE S & S 323RD ST PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk21898 3 0 0 34 15 92 24 11 12349 5 N S EW 0 0 0W DWY S 323RD ST 32ND AVE S152 0 01N S EW 000 0 01Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 1470 10 14 0 0 1 1 18 0 460 1 1 4:15 PM 1470 4 13 0 0 1 0 13 0 320 0 1 4:30 PM 1520 4 15 0 0 1 0 17 0 400 3 0 4:45 PM 1370 5 6 0 0 1 1 14 0 290 2 0 5:00 PM 1360 5 6 0 0 0 0 32 0 460 2 1 5:15 PM 0 1 7 0 0 1 0 26 0 370 1 1 5:30 PM 0 2 7 1 0 1 0 9 0 250 4 1 5:45 PM 0 4 8 0 0 0 1 13 0 280 1 1 Count Total 0 35 76 1 0 6 3 142 0 2830 14 6 Peak Hour 0 15 34 0 0 3 1 89 0 1520 8 2 HV% PHF 0.64 0.69 0.70 0.0% 0.0% 1.1% 0.7% 0.83 EB WB NB SB All 0010 0 0 0 0 0 1 0 0 10 0 N S EW 0 0 0Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 4:45 PM 0 0 0 0 5:00 PM 0 0 1 1 5:15 PM 0 0 0 0 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 0 0 1 1 Peak Hour 0 0 1 1 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 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 1 0 0 1 Peak Hour 1 0 0 1 Peak Hour:04:30 PM - 05:30 PM WEYERHAUSER WAY S WEYERHAUSER WAY S S 323RD ST (303) 216-2439 www.alltrafficdata.net Location:5 WEYERHAUSER WAY S & S 323RD ST PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk100115 0 11 301 316 316415 126 12 N S EW 0 3001130500S 323RD ST WEYERHAUSER WWEYERHAUSER 743 0 00N S EW 00 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 7410 3 0 0 2 77 0 0 75 18629 0 0 4:15 PM 7340 5 0 0 1 83 0 0 59 17021 0 1 4:30 PM 7430 3 0 0 3 74 0 0 89 20030 0 1 4:45 PM 6870 2 0 0 4 82 0 0 77 18520 0 0 5:00 PM 6480 3 0 0 2 66 0 0 74 17934 0 0 5:15 PM 0 3 0 0 2 83 0 0 60 17931 0 0 5:30 PM 0 2 0 0 6 52 0 0 69 14415 0 0 5:45 PM 0 1 0 0 1 57 1 0 68 14618 0 0 Count Total 0 22 0 0 21 574 1 0 571 1,389198 0 2 Peak Hour 0 11 0 0 11 305 0 0 300 743115 0 1 HV% PHF 0.85 0.92 0.84 0.8% 0.9% 2.3% 1.5% 0.93 EB WB NB SB All 0001 0 0 7 3 38 1 0 N S EW 0 70300Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 2 5 7 4:15 PM 0 4 2 6 4:30 PM 0 0 3 3 4:45 PM 0 2 1 3 5:00 PM 1 1 2 4 5:15 PM 0 0 1 1 5:30 PM 0 1 1 2 5:45 PM 0 0 1 1 Count Total 1 10 16 27 Peak Hour 1 3 7 11 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 4:45 PM 0 0 0 0 5:00 PM 0 0 0 0 5:15 PM 0 0 0 0 5:30 PM 1 0 0 1 5:45 PM 1 0 0 1 Count Total 2 0 0 2 Peak Hour 0 0 0 0 Peak Hour:04:30 PM - 05:30 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY S S 336TH ST (303) 216-2439 www.alltrafficdata.net Location:4 WEYERHAEUSER WAY S & S 336TH ST PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk26590449 0 229 428 304 713625 678 890 N S EW 0 15462566022S 336TH ST WEYERHAEUSER WEYERHAEUSER 1,819 0 00N S EW 00 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 1,7620 54 0 2 144 23 1 0 42 436102 0 68 4:15 PM 1,7940 52 0 3 141 30 1 0 30 39483 0 54 4:30 PM 1,8190 54 0 3 181 20 1 0 40 493111 0 83 4:45 PM 1,6980 58 0 2 164 18 3 0 41 43991 0 62 5:00 PM 1,5950 55 0 10 139 15 2 0 45 468140 0 62 5:15 PM 0 62 0 7 141 13 3 0 28 419107 0 58 5:30 PM 0 38 0 1 123 16 1 0 31 372104 0 58 5:45 PM 0 43 0 2 109 18 2 0 25 33677 0 60 Count Total 0 416 0 30 1,142 153 14 0 282 3,357815 0 505 Peak Hour 0 229 0 22 625 66 9 0 154 1,819449 0 265 HV% PHF 0.87 0.87 0.86 1.3% 1.7% 1.9% 1.6% 0.92 EB WB NB SB All 6008 0 1 8 2 1210 9 17 N S EW 0 211100Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 4 7 6 17 4:15 PM 0 7 2 9 4:30 PM 3 6 3 12 4:45 PM 3 3 1 7 5:00 PM 1 2 3 6 5:15 PM 2 1 1 4 5:30 PM 2 2 1 5 5:45 PM 0 1 1 2 Count Total 15 29 18 62 Peak Hour 9 12 8 29 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 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 0 0 0 0 Peak Hour 0 0 0 0 Peak Hour:04:30 PM - 05:30 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY S33RD PL S (303) 216-2439 www.alltrafficdata.net Location:3 WEYERHAEUSER WAY S & 33RD PL S PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk054949 0 36 644 713 85 98 721639 N S EW 0590 06594913 33RD PL SWEYERHAEUSER WEYERHAEUSER 1,450 0 00 N S EW 0000 0 0 Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 1,3960 4 0 6 0 161 0 11 137 3359 7 0 4:15 PM 1,4420 5 0 1 0 162 1 12 112 32314 16 0 4:30 PM 1,4500 10 0 4 0 188 2 11 142 39116 18 0 4:45 PM 1,3680 9 0 0 0 171 1 9 133 34715 9 0 5:00 PM 1,2770 9 0 2 0 148 1 12 182 38112 15 0 5:15 PM 0 8 0 7 0 152 1 17 133 3316 7 0 5:30 PM 0 10 0 2 0 124 0 16 122 30911 24 0 5:45 PM 0 8 0 2 0 114 0 7 100 25612 13 0 Count Total 0 63 0 24 0 1,220 6 95 1,061 2,67395 109 0 Peak Hour 0 36 0 13 0 659 5 49 590 1,45049 49 0 HV% PHF 0.82 0.86 0.83 3.5% 1.7% 1.2% 1.6% 0.93 EB WB NB SB All 0002 0 1 8 12 3 2 129 N S EW 08 01020Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 9 2 3 14 4:15 PM 5 1 1 7 4:30 PM 5 2 3 10 4:45 PM 5 0 2 7 5:00 PM 1 1 1 3 5:15 PM 1 0 2 3 5:30 PM 3 0 1 4 5:45 PM 1 0 1 2 Count Total 30 6 14 50 Peak Hour 12 3 8 23 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 1 0 0 1 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 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 1 0 0 1 Peak Hour 0 0 0 0 Peak Hour:04:30 PM - 05:30 PM WEYERHAEUSER WAY WEYERHAEUSER WAYSR18 WB OFFRAMPSR18 WB ONRAMP (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY & SR18 WB OFFRAMP PM Thursday, November 7, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk7600624 18 388 0 0 0 648 887 1,030 0 447960 0 278 N S EW 0 0 57218426300SR18 WB ONRAMP SR18 WB OFFRAMPWEYERHAEUSER WAYWEYERHAEUSER W1,904 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 2,0400 0 0 0 92 5 0 49 49 0 0 155 4680 100 0 18 4:15 PM 2,1120 0 0 0 92 0 0 45 61 0 0 140 4840 138 0 8 4:30 PM 2,1250 0 0 0 95 2 0 52 69 0 0 119 5340 180 0 17 4:45 PM 2,0580 0 0 0 112 4 0 44 71 0 0 145 5540 159 0 19 5:00 PM 1,9470 0 0 0 93 5 0 44 70 0 0 169 5400 136 0 23 5:15 PM 0 0 0 0 88 7 0 44 53 0 0 139 4970 149 0 17 5:30 PM 0 0 0 0 111 0 0 46 57 0 0 128 4670 115 0 10 5:45 PM 0 0 0 0 86 1 0 45 52 0 0 111 4430 132 0 16 Count Total 0 0 0 0 769 24 0 369 482 0 0 1,106 3,9870 1,109 0 128 Peak Hour 0 0 0 0 388 18 0 184 263 0 0 572 2,1250 624 0 76 HV% PHF 0.00 0.93 0.92 0.84 0.0% 1.5% 0.4% 0.9% 1.1% 0.96 EB WB NB SB All 10010 0 5 0 0 0 6 11 15 0 210 0 2 N S EW 0 0 51100Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 5 1 6 4:15 PM 0 2 3 1 6 4:30 PM 0 0 5 1 6 4:45 PM 0 0 5 2 7 5:00 PM 0 1 5 2 8 5:15 PM 0 1 0 1 2 5:30 PM 0 1 7 2 10 5:45 PM 0 1 3 3 7 Count Total 0 6 33 13 52 Peak Hour 0 2 15 6 23 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 1 0 0 0 1 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 1 0 0 0 1 Peak Hour 0 0 0 0 0 Peak Hour:04:15 PM - 05:15 PM WEYERHAUSER WAY S WEYERHAUSER WAY SSR18 EB ONRAMPSR18 EB OFFRAMP (303) 216-2439 www.alltrafficdata.net Location:2 WEYERHAUSER WAY S & SR18 EB ONRAMP PM Thursday, November 7, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk002850 0 0 544 2 88 956 462 0 463 5501,215 634 0 N S EW 0 0 67103741760SR18 EB OFFRAMP SR18 EB ONRAMPWEYERHAUSER WAY SWEYERHAUSER WA2,017 0 001N S EW 0000 0 0 10Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 2,0880 13 0 0 0 0 0 0 79 0 76 175 496109 0 44 0 4:15 PM 2,1400 15 1 0 0 0 0 0 91 0 57 171 523139 0 49 0 4:30 PM 2,1220 21 0 0 0 0 0 0 109 0 68 156 511122 0 35 0 4:45 PM 2,1360 23 0 0 0 0 0 0 84 0 68 192 558150 0 41 0 5:00 PM 2,0430 29 1 0 0 0 0 0 90 0 92 152 548133 0 51 0 5:15 PM 0 21 2 0 0 0 0 0 70 0 78 158 505135 0 41 0 5:30 PM 0 29 2 0 0 0 0 0 80 0 61 174 525147 0 32 0 5:45 PM 0 25 2 0 0 0 0 0 69 0 51 150 465129 0 39 0 Count Total 0 176 8 0 0 0 0 0 672 0 551 1,328 4,1311,064 0 332 0 Peak Hour 0 88 2 0 0 0 0 0 374 0 285 671 2,140544 0 176 0 HV% PHF 0.92 0.00 0.95 0.92 1.7% 0.0% 0.9% 1.2% 1.3% 0.96 EB WB NB SB All 0020 0 0 10 0 1 11 3 0 5 519 11 0 N S EW 0 0 90230Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 3 0 0 6 9 4:15 PM 4 2 0 1 7 4:30 PM 4 1 0 0 5 4:45 PM 1 2 0 4 7 5:00 PM 2 0 0 6 8 5:15 PM 2 1 0 1 4 5:30 PM 1 1 0 6 8 5:45 PM 3 1 0 4 8 Count Total 20 8 0 28 56 Peak Hour 11 5 0 11 27 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 1 0 0 0 1 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 1 0 0 0 1 Peak Hour 1 0 0 0 1 Peak Hour:04:15 PM - 05:15 PM WEYERHAUSER WAY S WEYERHAUSER WAY S S 323RD ST (303) 216-2439 www.alltrafficdata.net Location:5 WEYERHAUSER WAY S & S 323RD ST PM Saturday, November 23, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk2004 0 2 160 164 166162 6 6 N S EW 0 158416200S 323RD ST WEYERHAUSER WWEYERHAUSER 332 0 00N S EW 00 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 3280 0 0 0 1 26 0 0 36 684 0 1 4:15 PM 3320 2 0 0 1 37 0 0 45 860 0 1 4:30 PM 3090 0 0 0 1 54 0 0 36 910 0 0 4:45 PM 2880 0 0 0 2 37 0 0 40 833 0 1 5:00 PM 2660 0 0 0 0 34 0 0 37 721 0 0 5:15 PM 0 0 0 0 2 31 0 0 30 630 0 0 5:30 PM 0 0 0 0 1 41 0 0 27 700 0 1 5:45 PM 0 0 0 0 0 30 0 0 25 616 0 0 Count Total 0 2 0 0 8 290 0 0 276 59414 0 4 Peak Hour 0 2 0 0 4 162 0 0 158 3324 0 2 HV% PHF 0.50 0.75 0.87 0.0% 0.6% 0.6% 0.6% 0.91 EB WB NB SB All 0000 0 0 1 1 11 0 0 N S EW 0 10100Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 4:45 PM 0 1 0 1 5:00 PM 0 0 1 1 5:15 PM 0 0 2 2 5:30 PM 0 1 0 1 5:45 PM 0 0 0 0 Count Total 0 2 3 5 Peak Hour 0 1 1 2 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 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 0 0 0 0 Peak Hour 0 0 0 0 Peak Hour:04:15 PM - 05:15 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY SCONTROL LEGS 336TH ST (303) 216-2439 www.alltrafficdata.net Location:4 WEYERHAEUSER WAY S & CONTROL LEG PM Saturday, November 23, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk125500 0 0 204 0 112 167 169 0 0 329243 316 400 N S EW 0 0 372755202S 336TH ST CONTROL LEGWEYERHAEUSER WEYERHAEUSER 812 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 8110 17 0 0 0 0 0 53 9 3 0 11 18164 0 0 24 4:15 PM 8120 29 0 0 0 0 0 65 9 1 0 10 19545 0 0 36 4:30 PM 7840 34 0 0 0 0 0 74 21 0 0 9 20539 0 0 28 4:45 PM 7560 25 0 0 0 0 1 77 16 3 0 9 23065 0 0 34 5:00 PM 7010 24 0 0 0 0 1 59 6 1 0 9 18255 0 0 27 5:15 PM 0 26 0 0 0 0 1 57 9 1 0 5 16741 0 0 27 5:30 PM 0 29 0 0 0 0 3 50 14 2 0 8 17754 0 0 17 5:45 PM 0 21 0 0 0 0 2 56 6 1 0 10 17561 0 0 18 Count Total 0 205 0 0 0 0 8 491 90 12 0 71 1,512424 0 0 211 Peak Hour 0 112 0 0 0 0 2 275 52 5 0 37 812204 0 0 125 HV% PHF 0.88 0.00 0.87 0.89 0.9% 0.0% 0.9% 1.2% 1.0% 0.88 EB WB NB SB All 2000 0 0 3 0 0 2 1 0 0 33 3 4 N S EW 0 0 02100Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 2 0 0 0 2 4:30 PM 1 1 0 1 3 4:45 PM 0 2 0 0 2 5:00 PM 0 0 0 1 1 5:15 PM 2 2 0 3 7 5:30 PM 1 2 0 0 3 5:45 PM 0 1 0 0 1 Count Total 6 8 0 5 19 Peak Hour 3 3 0 2 8 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Peak Hour:04:00 PM - 05:00 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY S33RD PL S (303) 216-2439 www.alltrafficdata.net Location:3 WEYERHAEUSER WAY S & 33RD PL S PM Saturday, November 23, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk033235 0 49 261 333 85 94 356275 N S EW 1226 0295610 33RD PL SWEYERHAEUSER WEYERHAEUSER 702 0 00 N S EW 0000 0 0 Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 7020 8 0 0 0 58 1 11 70 1644 12 0 4:15 PM 6890 16 0 0 0 70 0 4 46 16611 19 0 4:30 PM 6481 13 0 0 0 84 2 9 43 17610 14 0 4:45 PM 6170 12 0 0 0 83 0 8 67 19610 16 0 5:00 PM 5740 8 0 2 0 63 0 4 60 1516 8 0 5:15 PM 0 4 0 0 0 53 1 5 40 12510 12 0 5:30 PM 0 7 0 2 0 64 0 3 49 1454 16 0 5:45 PM 0 8 0 0 0 55 0 13 61 1535 11 0 Count Total 1 76 0 4 0 530 4 57 436 1,27660 108 0 Peak Hour 1 49 0 0 0 295 3 32 226 70235 61 0 HV% PHF 0.79 0.90 0.80 0.0% 1.4% 1.1% 1.1% 0.90 EB WB NB SB All 0000 0 0 3 3 0 2 53 N S EW 03 0320Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 1 0 0 1 4:15 PM 0 0 1 1 4:30 PM 2 0 2 4 4:45 PM 2 0 0 2 5:00 PM 0 0 0 0 5:15 PM 1 0 3 4 5:30 PM 2 0 0 2 5:45 PM 2 0 1 3 Count Total 10 0 7 17 Peak Hour 5 0 3 8 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 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 0 0 0 0 Peak Hour 0 0 0 0 Peak Hour:04:00 PM - 05:00 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY SSR18 WB OFFRAMPSR18 WB ONRAMP (303) 216-2439 www.alltrafficdata.net Location:2 WEYERHAEUSER WAY S & SR18 WB OFFRAMP PM Saturday, November 23, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk7100206 9 132 0 0 0 279 357 347 0 285340 0 214 N S EW 0 0 20813415100SR18 WB ONRAMP SR18 WB OFFRAMPWEYERHAEUSER WEYERHAEUSER 817 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 9110 0 0 0 36 2 0 37 32 0 0 63 2240 34 0 20 4:15 PM 9060 0 0 0 35 4 0 28 36 0 0 45 2220 56 0 18 4:30 PM 8610 0 0 0 33 2 0 29 38 0 0 42 2180 62 0 12 4:45 PM 8320 0 0 0 28 1 0 40 45 0 0 58 2470 54 0 21 5:00 PM 7900 0 0 0 36 0 0 30 28 0 0 66 2190 46 0 13 5:15 PM 0 0 0 0 28 1 0 38 24 0 0 38 1770 41 0 7 5:30 PM 0 0 0 0 22 5 0 23 34 0 0 46 1890 45 0 14 5:45 PM 0 0 0 0 38 1 0 27 31 0 0 61 2050 37 0 10 Count Total 0 0 0 0 256 16 0 252 268 0 0 419 1,7010 375 0 115 Peak Hour 0 0 0 0 132 9 0 134 151 0 0 208 9110 206 0 71 HV% PHF 0.00 0.89 0.84 0.84 0.0% 1.2% 1.4% 1.1% 1.2% 0.92 EB WB NB SB All 2002 0 2 0 0 0 3 5 4 0 43 0 3 N S EW 0 0 11300Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 1 0 0 1 4:15 PM 0 1 1 1 3 4:30 PM 0 1 2 2 5 4:45 PM 0 1 1 0 2 5:00 PM 0 0 0 0 0 5:15 PM 0 1 0 2 3 5:30 PM 0 1 1 1 3 5:45 PM 0 1 2 0 3 Count Total 0 7 7 6 20 Peak Hour 0 4 4 3 11 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 1 0 1 Count Total 0 0 1 0 1 Peak Hour 0 0 0 0 0 Peak Hour:04:00 PM - 05:00 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY SSR18 EB ONRAMPSR18 EB OFFRAMP (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY S & SR18 EB ONRAMP PM Saturday, November 23, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk001200 0 0 198 3 87 341 283 0 260 333419 288 0 N S EW 0 0 22101961370SR18 EB OFFRAMP SR18 EB ONRAMPWEYERHAEUSER WEYERHAEUSER 844 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 9620 16 1 0 0 0 0 0 54 0 27 70 24042 0 30 0 4:15 PM 9440 27 1 0 0 0 0 0 40 0 22 56 22951 0 32 0 4:30 PM 9360 24 1 0 0 0 0 0 43 0 34 45 23344 0 42 0 4:45 PM 8890 20 0 0 0 0 0 0 59 0 37 50 26061 0 33 0 5:00 PM 8620 17 1 0 0 0 0 0 39 0 36 67 22240 0 22 0 5:15 PM 0 20 0 0 0 0 0 0 47 0 19 46 22157 0 32 0 5:30 PM 0 22 0 0 0 0 0 0 36 0 30 39 18634 0 25 0 5:45 PM 0 21 0 0 0 0 0 0 39 0 41 57 23350 0 25 0 Count Total 0 167 4 0 0 0 0 0 357 0 246 430 1,824379 0 241 0 Peak Hour 0 87 3 0 0 0 0 0 196 0 120 221 962198 0 137 0 HV% PHF 0.89 0.00 0.90 0.88 1.4% 0.0% 0.9% 0.9% 1.0% 0.93 EB WB NB SB All 0010 0 0 1 0 3 3 5 0 2 33 4 0 N S EW 0 0 20210Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 1 0 0 0 1 4:15 PM 2 1 0 1 4 4:30 PM 1 1 0 1 3 4:45 PM 0 1 0 1 2 5:00 PM 0 1 0 0 1 5:15 PM 1 0 0 1 2 5:30 PM 1 0 0 0 1 5:45 PM 0 1 0 2 3 Count Total 6 5 0 6 17 Peak Hour 4 3 0 3 10 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Appendix C Level of Service (LOS) Calculations Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA 2019 Existing Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 80 865 19 142 843 133 11 82 118 243 76 57 Future Volume (vph) 80 865 19 142 843 133 11 82 118 243 76 57 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 0 260 0 300 0 300 0 Storage Lanes 2 0 2 0 1 1 2 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 631 564 591 660 Travel Time (s) 12.3 12.8 13.4 15.0 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 (%) 10% 2% 0% 1% 4% 8% 0% 21% 3% 5% 12% 12% Shared Lane Traffic (%) Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 28.5 10.5 30.5 9.5 31.5 10.5 9.5 31.5 Total Split (s) 15.0 42.0 15.0 42.0 15.0 33.0 15.0 20.0 38.0 Total Split (%) 13.6% 38.2% 13.6% 38.2% 13.6% 30.0% 13.6% 18.2% 34.5% Yellow Time (s) 3.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 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) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 30 (27%), Referenced to phase 4:EBT and 8:WBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: 23rd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 80 865 19 142 843 133 11 82 118 243 76 57 Future Volume (vph) 80 865 19 142 843 133 11 82 118 243 76 57 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3183 5071 3467 4860 1805 1570 1568 3335 1588 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3183 5071 3467 4860 1805 1570 1568 3335 1588 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 86 930 20 153 906 143 12 88 127 261 82 61 RTOR Reduction (vph) 0 1 0 0 13 0 0 0 92 0 28 0 Lane Group Flow (vph) 86 949 0 153 1036 0 12 88 35 261 115 0 Heavy Vehicles (%) 10% 2% 0% 1% 4% 8% 0% 21% 3% 5% 12% 12% Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 6.4 56.0 9.2 58.8 1.3 11.9 21.1 12.9 23.5 Effective Green, g (s) 6.4 56.0 9.2 58.8 1.3 11.9 21.1 12.9 23.5 Actuated g/C Ratio 0.06 0.51 0.08 0.53 0.01 0.11 0.19 0.12 0.21 Clearance Time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 185 2581 289 2597 21 169 379 391 339 v/s Ratio Prot 0.03 0.19 c0.04 c0.21 0.01 c0.06 0.01 c0.08 0.07 v/s Ratio Perm 0.01 v/c Ratio 0.46 0.37 0.53 0.40 0.57 0.52 0.09 0.67 0.34 Uniform Delay, d1 50.1 16.3 48.3 15.1 54.1 46.4 36.6 46.5 36.7 Progression Factor 1.00 1.00 1.11 0.44 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.4 0.8 0.4 21.2 1.3 0.0 3.3 0.2 Delay (s) 50.8 16.7 54.4 7.1 75.3 47.7 36.6 49.8 36.9 Level of Service D B D A E D D D D Approach Delay (s) 19.5 13.2 42.9 45.2 Approach LOS B B D D Intersection Summary HCM 2000 Control Delay 22.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 1180 29 75 1130 104 10 5 11 97 4 33 Future Volume (vph) 24 1180 29 75 1130 104 10 5 11 97 4 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 175 0 185 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 564 426 279 276 Travel Time (s) 11.0 9.7 6.3 6.3 Confl. Peds. (#/hr) 6 4 4 6 2 7 7 2 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 (%) 4% 3% 3% 2% 5% 2% 0% 0% 0% 1% 0% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Detector Phase 5 2 1 6 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 29.0 9.0 29.0 9.0 29.0 Total Split (s) 10.0 58.0 10.0 58.0 12.0 30.0 12.0 30.0 Total Split (%) 9.1% 52.7% 9.1% 52.7% 10.9% 27.3% 10.9% 27.3% Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 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 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 10 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 2: 25th Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 1180 29 75 1130 104 10 5 11 97 4 33 Future Volume (vph) 24 1180 29 75 1130 104 10 5 11 97 4 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 1.00 0.89 1.00 0.87 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1735 5014 1769 4875 1802 1674 1780 1580 Flt Permitted 0.17 1.00 0.17 1.00 0.73 1.00 0.52 1.00 Satd. Flow (perm) 318 5014 315 4875 1388 1674 971 1580 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 26 1255 31 80 1202 111 11 5 12 103 4 35 RTOR Reduction (vph) 0 2 0 0 7 0 0 11 0 0 29 0 Lane Group Flow (vph) 26 1284 0 80 1306 0 11 6 0 103 10 0 Confl. Peds. (#/hr) 6 4 4 6 2 7 7 2 Heavy Vehicles (%) 4% 3% 3% 2% 5% 2% 0% 0% 0% 1% 0% 3% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 71.2 67.6 74.6 69.3 10.5 9.1 23.1 17.7 Effective Green, g (s) 71.2 67.6 74.6 69.3 10.5 9.1 23.1 17.7 Actuated g/C Ratio 0.65 0.61 0.68 0.63 0.10 0.08 0.21 0.16 Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 252 3081 283 3071 137 138 277 254 v/s Ratio Prot 0.00 0.26 c0.01 c0.27 0.00 0.00 c0.03 0.01 v/s Ratio Perm 0.06 0.18 0.01 c0.04 v/c Ratio 0.10 0.42 0.28 0.43 0.08 0.04 0.37 0.04 Uniform Delay, d1 7.3 11.0 6.8 10.3 45.3 46.4 36.5 39.0 Progression Factor 0.83 0.74 0.75 0.80 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.4 0.5 0.4 0.3 0.1 0.8 0.1 Delay (s) 6.2 8.5 5.6 8.6 45.5 46.6 37.4 39.0 Level of Service A A A A D D D D Approach Delay (s) 8.4 8.4 46.2 37.8 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 10.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.43 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 886 324 170 852 0 0 0 0 119 1 493 Future Volume (vph) 0 886 324 170 852 0 0 0 0 119 1 493 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) 426 1090 747 744 Travel Time (s) 8.3 21.2 14.6 14.5 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 3% 2% 4% 3% 0% 0% 0% 0% 3% 100% 4% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot NA Prot Protected Phases 2 1 6 7 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 7 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 15.0 15.0 10.0 49.0 10.0 40.0 40.0 Total Split (s) 45.0 45.0 30.0 75.0 35.0 35.0 35.0 Total Split (%) 40.9% 40.9% 27.3% 68.2% 31.8% 31.8% 31.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? 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: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 886 324 170 852 0 0 0 0 119 1 493 Future Volume (veh/h) 0 886 324 170 852 0 0 0 0 119 1 493 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1856 1870 1841 1856 0 1856 418 1841 Adj Flow Rate, veh/h 0 913 241 175 878 0 124 0 164 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 3 2 4 3 0 3 100 4 Cap, veh/h 0 2667 1199 507 2987 0 219 0 290 Arrive On Green 0.00 1.00 1.00 0.01 0.28 0.00 0.06 0.00 0.06 Sat Flow, veh/h 0 3618 1585 1753 3618 0 3534 0 4680 Grp Volume(v), veh/h 0 913 241 175 878 0 124 0 164 Grp Sat Flow(s),veh/h/ln 0 1763 1585 1753 1763 0 1767 0 1560 Q Serve(g_s), s 0.0 0.0 0.0 2.1 21.5 0.0 3.8 0.0 3.7 Cycle Q Clear(g_c), s 0.0 0.0 0.0 2.1 21.5 0.0 3.8 0.0 3.7 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2667 1199 507 2987 0 219 0 290 V/C Ratio(X) 0.00 0.34 0.20 0.34 0.29 0.00 0.57 0.00 0.57 Avail Cap(c_a), veh/h 0 2667 1199 826 2987 0 964 0 1276 HCM Platoon Ratio 1.00 1.33 1.33 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.92 0.92 0.80 0.80 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 2.1 13.8 0.0 50.2 0.0 50.2 Incr Delay (d2), s/veh 0.0 0.3 0.3 0.2 0.2 0.0 2.3 0.0 1.7 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 0.1 0.1 0.5 10.2 0.0 1.7 0.0 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.3 0.3 2.3 14.0 0.0 52.5 0.0 51.9 LnGrp LOS A A A A B A D A D Approach Vol, veh/h 1154 1053 288 Approach Delay, s/veh 0.3 12.1 52.1 Approach LOS A B D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 10.0 88.2 11.8 98.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+I1), s 4.1 2.0 5.8 23.5 Green Ext Time (p_c), s 0.3 10.8 1.1 9.0 Intersection Summary HCM 6th Ctrl Delay 11.3 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 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 591 387 0 659 299 388 2 428 0 0 0 Future Volume (vph) 0 591 387 0 659 299 388 2 428 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) 2 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 (%) 0% 2% 5% 0% 4% 6% 3% 0% 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: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 591 387 0 659 299 388 2 428 0 0 0 Future Volume (veh/h) 0 591 387 0 659 299 388 2 428 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1870 0 1841 1841 1856 1900 1856 Adj Flow Rate, veh/h 0 629 412 0 701 0 309 147 204 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 2 0 4 4 3 0 3 Cap, veh/h 0 1386 907 0 2356 416 170 235 Arrive On Green 0.00 0.22 0.22 0.00 0.67 0.00 0.24 0.24 0.24 Sat Flow, veh/h 0 2151 1347 0 3681 0 1767 720 999 Grp Volume(v), veh/h 0 543 498 0 701 0 309 0 351 Grp Sat Flow(s),veh/h/ln 0 1777 1628 0 1749 0 1767 0 1719 Q Serve(g_s), s 0.0 29.1 29.1 0.0 9.0 0.0 17.8 0.0 21.6 Cycle Q Clear(g_c), s 0.0 29.1 29.1 0.0 9.0 0.0 17.8 0.0 21.6 Prop In Lane 0.00 0.83 0.00 0.00 1.00 0.58 Lane Grp Cap(c), veh/h 0 1197 1097 0 2356 416 0 405 V/C Ratio(X) 0.00 0.45 0.45 0.00 0.30 0.74 0.00 0.87 Avail Cap(c_a), veh/h 0 1197 1097 0 2356 498 0 484 HCM Platoon Ratio 1.00 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.81 0.81 0.00 0.96 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 25.3 25.3 0.0 7.3 0.0 39.0 0.0 40.4 Incr Delay (d2), s/veh 0.0 1.0 1.1 0.0 0.3 0.0 5.2 0.0 14.0 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 0.0 14.1 13.0 0.0 3.1 0.0 8.2 0.0 10.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 26.3 26.4 0.0 7.6 0.0 44.2 0.0 54.4 LnGrp LOS A C C A A D A D Approach Vol, veh/h 1041 701 A 660 Approach Delay, s/veh 26.3 7.6 49.6 Approach LOS C A D Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 79.1 79.1 30.9 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 31.1 11.0 23.6 Green Ext Time (p_c), s 10.5 6.8 2.3 Intersection Summary HCM 6th Ctrl Delay 27.3 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 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 850 197 47 933 0 15 0 5 0 0 1 Future Volume (vph) 4 850 197 47 933 0 15 0 5 0 0 1 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) 720 883 894 275 Travel Time (s) 14.0 17.2 24.4 7.5 Confl. Peds. (#/hr) 1 1 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 (%) 0% 3% 1% 0% 4% 0% 7% 0% 40% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 39.0 16.0 16.0 35.0 39.0 20.0 75.0 75.0 75.0 Total Split (%) 22.5% 9.2% 9.2% 20.2% 22.5% 11.6% 43.4% 43.4% 43.4% Yellow Time (s) 3.0 3.0 3.0 4.0 3.0 4.0 4.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Intersection Summary Area Type: Other Cycle Length: 173 Actuated Cycle Length: 45.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 850 197 47 933 0 15 0 5 0 0 1 Future Volume (vph) 4 850 197 47 933 0 15 0 5 0 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 0.86 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 3505 1599 1805 3471 1687 1139 1644 Flt Permitted 0.27 1.00 1.00 0.27 1.00 0.95 1.00 1.00 Satd. Flow (perm) 517 3505 1599 509 3471 1687 1139 1644 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 4 904 210 50 993 0 16 0 5 0 0 1 RTOR Reduction (vph) 0 0 79 0 0 0 0 5 0 0 1 0 Lane Group Flow (vph) 4 904 131 50 993 0 16 0 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 3% 1% 0% 4% 0% 7% 0% 40% 0% 0% 0% Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Actuated Green, G (s) 35.9 34.9 34.9 38.7 36.8 0.7 5.3 0.6 Effective Green, g (s) 35.9 34.9 34.9 38.7 36.8 0.7 5.3 0.6 Actuated g/C Ratio 0.64 0.62 0.62 0.69 0.66 0.01 0.09 0.01 Clearance Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Vehicle Extension (s) 5.0 1.0 1.0 1.5 5.0 1.5 2.5 2.5 Lane Grp Cap (vph) 353 2180 994 395 2276 21 107 17 v/s Ratio Prot 0.00 0.26 c0.00 c0.29 c0.01 0.00 c0.00 v/s Ratio Perm 0.01 0.08 0.08 v/c Ratio 0.01 0.41 0.13 0.13 0.44 0.76 0.00 0.00 Uniform Delay, d1 3.7 5.4 4.4 3.1 4.7 27.6 23.0 27.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.0 0.0 0.1 0.3 85.5 0.0 0.0 Delay (s) 3.7 5.4 4.4 3.1 4.9 113.1 23.0 27.5 Level of Service A A A A A F C C Approach Delay (s) 5.2 4.8 91.6 27.5 Approach LOS A A F C Intersection Summary HCM 2000 Control Delay 5.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length (s) 56.1 Sum of lost time (s) 18.0 Intersection Capacity Utilization 48.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 805 52 190 860 66 154 Future Volume (vph) 805 52 190 860 66 154 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 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 0% 3% 5% 3% 5% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 63.0 63.0 15.0 78.0 32.0 32.0 Total Split (%) 57.3% 57.3% 13.6% 70.9% 29.1% 29.1% Yellow Time (s) 4.0 4.0 4.0 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: 6: Weyerhaeuser Way S & S 320th St HCM Signalized Intersection Capacity Analysis 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 805 52 190 860 66 154 Future Volume (vph) 805 52 190 860 66 154 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 0.91 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.92 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3505 1579 1752 3438 3182 1400 Flt Permitted 1.00 1.00 0.30 1.00 0.98 1.00 Satd. Flow (perm) 3505 1579 562 3438 3182 1400 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 866 56 204 925 71 166 RTOR Reduction (vph) 0 16 0 0 78 78 Lane Group Flow (vph) 866 40 204 925 76 5 Confl. Peds. (#/hr) 1 1 Heavy Vehicles (%) 3% 0% 3% 5% 3% 5% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Actuated Green, G (s) 78.2 78.2 93.2 93.2 6.8 6.8 Effective Green, g (s) 78.2 78.2 93.2 93.2 6.8 6.8 Actuated g/C Ratio 0.71 0.71 0.85 0.85 0.06 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.5 2.5 1.5 2.5 1.5 1.5 Lane Grp Cap (vph) 2491 1122 584 2912 196 86 v/s Ratio Prot 0.25 0.03 c0.27 c0.02 v/s Ratio Perm 0.03 c0.26 0.00 v/c Ratio 0.35 0.04 0.35 0.32 0.39 0.06 Uniform Delay, d1 6.1 4.7 3.5 1.8 49.6 48.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.1 0.1 0.3 0.5 0.1 Delay (s) 6.5 4.8 3.6 2.0 50.1 48.7 Level of Service A A A A D D Approach Delay (s) 6.4 2.3 49.6 Approach LOS A A D Intersection Summary HCM 2000 Control Delay 8.9 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.37 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 49.7% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2019 Existing - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection East North West LOS A A A A Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:36:02 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - 32nd Ave S & S 323rd St.sip8 LANE SUMMARY Site: 7 [2019 Existing - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 % % East: S 323rd St Lane 1d 160 3.3 1324 0.121 100 3.7 LOS A 0.6 14.2 Full 1600 0.0 0.0 Approach 160 3.3 0.121 3.7 LOS A 0.6 14.2 North: 32nd Ave S Lane 1d 55 4.8 1249 0.044 100 3.2 LOS A 0.2 4.7 Full 1600 0.0 0.0 Approach 55 4.8 0.044 3.2 LOS A 0.2 4.7 West: Driveway Lane 1d 10 50.0 913 0.011 100 4.0 LOS A 0.0 1.1 Full 1600 0.0 0.0 Approach 10 50.0 0.011 4.0 LOS A 0.0 1.1 Intersection 225 5.8 0.121 3.6 LOS A 0.6 14.2 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:36:02 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - 32nd Ave S & S 323rd St.sip8 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1 7 109 233 216 11 Future Volume (vph) 1 7 109 233 216 11 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 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles (%) 0% 14% 0% 6% 1% 27% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 7 109 233 216 11 Future Volume (Veh/h) 1 7 109 233 216 11 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Hourly flow rate (vph) 1 9 136 291 270 14 Pedestrians 1 1 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 0 0 Right turn flare (veh) Median type NoneTWLTL Median storage veh) 2 Upstream signal (ft) 1121 pX, platoon unblocked vC, conflicting volume 835 272 285 vC1, stage 1 conf vol 271 vC2, stage 2 conf vol 564 vCu, unblocked vol 835 272 285 tC, single (s) 6.4 6.3 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.4 2.2 p0 queue free % 100 99 89 cM capacity (veh/h) 476 737 1288 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 1 9 136 291 270 14 Volume Left 1 0 136 0 0 0 Volume Right 0 9 0 0 0 14 cSH 476 737 1288 1700 1700 1700 Volume to Capacity 0.00 0.01 0.11 0.17 0.16 0.01 Queue Length 95th (ft) 0 1 9 0 0 0 Control Delay (s) 12.6 9.9 8.1 0.0 0.0 0.0 Lane LOS B A A Approach Delay (s) 10.2 2.6 0.0 Approach LOS B Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 31.1% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2019 Existing - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:11:19 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE SUMMARY Site: 9 [2019 Existing - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 506 3.6 1396 0.363 100 9.8 LOS A 2.3 59.1 Full 1600 0.0 0.0 Lane 2 210 2.3 1083 0.194 100 2.5 LOS A 1.0 25.6 Full 1600 0.0 0.0 Approach 716 3.2 0.363 7.6 LOS A 2.3 59.1 NorthEast: Weyerhaeuser Way S Lane 1 57 0.0 603 0.095 100 12.3 LOS B 0.4 10.1 Full 1600 0.0 0.0 Lane 2d 230 2.3 978 0.235 100 4.6 LOS A 1.3 32.2 Full 1600 0.0 0.0 Approach 287 1.8 0.235 6.2 LOS A 1.3 32.2 West: S 336th St Lane 1 210 1.2 1311 0.160 100 9.1 LOS A 0.9 22.7 Full 1600 0.0 0.0 Lane 2d 364 5.4 1504 0.242 100 3.9 LOS A 1.5 39.2 Full 1600 0.0 0.0 Approach 574 3.9 0.242 5.8 LOS A 1.5 39.2 Intersection 1577 3.2 0.363 6.7 LOS A 2.3 59.1 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:11:19 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2019 Existing - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:48:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG LANE SUMMARY Site: 10 [2019 Existing - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1 374 4.4 1193 0.314 100 3.4 LOS A 1.6 40.1 Full 1600 0.0 0.0 Lane 2d 378 3.5 1204 0.314 100 3.4 LOS A 1.6 39.9 Full 1600 0.0 0.0 Approach 752 4.0 0.314 3.4 LOS A 1.6 40.1 NorthEast: 33rd Pl S Lane 1d 138 0.0 746 0.185 100 6.6 LOS A 0.7 17.0 Full 1600 0.0 0.0 Approach 138 0.0 0.185 6.6 LOS A 0.7 17.0 NorthWest: Weyerhaeuser Way S Lane 1 188 6.5 1123 0.167 100 4.6 LOS A 0.8 19.9 Full 1600 0.0 0.0 Lane 2d 189 5.8 1131 0.167 100 3.5 LOS A 0.8 19.8 Full 1600 0.0 0.0 Approach 377 6.1 0.167 4.0 LOS A 0.8 19.9 Intersection 1267 4.2 0.314 3.9 LOS A 1.6 40.1 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:48:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 126 0 320 248 288 0 0 250 69 Future Volume (vph) 0 0 0 126 0 320 248 288 0 0 250 69 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 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles (%) 0% 0% 0% 5% 0% 2% 2% 2% 0% 0% 2% 9% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 36.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1% 35.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize? 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: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 126 0 320 248 288 0 0 250 69 Future Volume (veh/h) 0 0 0 126 0 320 248 288 0 0 250 69 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1900 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 147 0 188 288 335 0 0 291 0 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2 Cap, veh/h 282 0 247 319 2626 0 0 1803 Arrive On Green 0.16 0.00 0.16 0.36 1.00 0.00 0.00 0.51 0.00 Sat Flow, veh/h 1810 0 1585 1781 3647 0 0 3741 0 Grp Volume(v), veh/h 147 0 188 288 335 0 0 291 0 Grp Sat Flow(s),veh/h/ln 1810 0 1585 1781 1777 0 0 1777 0 Q Serve(g_s), s 7.1 0.0 10.8 14.6 0.0 0.0 0.0 4.2 0.0 Cycle Q Clear(g_c), s 7.1 0.0 10.8 14.6 0.0 0.0 0.0 4.2 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 282 0 247 319 2626 0 0 1803 V/C Ratio(X) 0.52 0.00 0.76 0.90 0.13 0.00 0.00 0.16 Avail Cap(c_a), veh/h 590 0 517 375 2626 0 0 1803 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 0.92 0.92 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 36.8 0.0 38.4 29.7 0.0 0.0 0.0 12.6 0.0 Incr Delay (d2), s/veh 2.1 0.0 6.7 21.9 0.1 0.0 0.0 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 3.3 0.0 4.6 6.7 0.0 0.0 0.0 1.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.0 0.0 45.1 51.6 0.1 0.0 0.0 12.8 0.0 LnGrp LOS D A D D A A A B Approach Vol, veh/h 335 623 291 A Approach Delay, s/veh 42.4 23.9 12.8 Approach LOS D C B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 75.2 22.0 53.2 19.8 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 16.6 6.2 12.8 Green Ext Time (p_c), s 3.4 0.4 2.4 2.0 Intersection Summary HCM 6th Ctrl Delay 26.3 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 72 21 176 0 0 0 0 459 330 164 202 0 Future Volume (vph) 72 21 176 0 0 0 0 459 330 164 202 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 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? 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: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 72 21 176 0 0 0 0 459 330 164 202 0 Future Volume (veh/h) 72 21 176 0 0 0 0 459 330 164 202 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 79 23 62 0 504 363 180 222 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 Cap, veh/h 122 35 139 0 1411 1015 562 1536 0 Arrive On Green 0.09 0.09 0.09 0.00 0.70 0.70 0.10 1.00 0.00 Sat Flow, veh/h 1417 412 1610 0 2099 1441 1810 1900 0 Grp Volume(v), veh/h 102 0 62 0 454 413 180 222 0 Grp Sat Flow(s),veh/h/ln 1829 0 1610 0 1805 1641 1810 1900 0 Q Serve(g_s), s 5.1 0.0 3.5 0.0 9.4 9.5 2.5 0.0 0.0 Cycle Q Clear(g_c), s 5.1 0.0 3.5 0.0 9.4 9.5 2.5 0.0 0.0 Prop In Lane 0.77 1.00 0.00 0.88 1.00 0.00 Lane Grp Cap(c), veh/h 157 0 139 0 1270 1155 562 1536 0 V/C Ratio(X) 0.65 0.00 0.45 0.00 0.36 0.36 0.32 0.14 0.00 Avail Cap(c_a), veh/h 770 0 678 0 1270 1155 563 1536 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 42.0 0.0 41.3 0.0 5.6 5.6 3.4 0.0 0.0 Incr Delay (d2), s/veh 6.2 0.0 3.2 0.0 0.8 0.9 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 2.6 0.0 1.5 0.0 3.1 2.9 0.6 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.3 0.0 44.5 0.0 6.3 6.4 3.8 0.2 0.0 LnGrp LOS D A D A A A A A A Approach Vol, veh/h 164 867 402 Approach Delay, s/veh 46.8 6.4 1.8 Approach LOS D A A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 13.2 81.8 10.0 71.9 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 7.1 2.0 4.5 11.5 Green Ext Time (p_c), s 1.2 1.9 0.0 8.3 Intersection Summary HCM 6th Ctrl Delay 9.7 HCM 6th LOS A Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 1027 37 316 1417 148 63 157 283 311 226 129 Future Volume (vph) 109 1027 37 316 1417 148 63 157 283 311 226 129 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 0 260 0 300 0 300 0 Storage Lanes 2 0 2 0 1 1 2 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 249 529 324 292 Travel Time (s) 4.9 12.0 7.4 6.6 Confl. Peds. (#/hr) 5 22 183 20 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 1% 0% 2% 1% 3% 0% 6% 1% 4% 5% 3% Shared Lane Traffic (%) Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 28.5 10.5 30.5 9.5 31.5 10.5 9.5 31.5 Total Split (s) 19.0 66.0 28.0 75.0 16.0 31.0 28.0 35.0 50.0 Total Split (%) 11.9% 41.3% 17.5% 46.9% 10.0% 19.4% 17.5% 21.9% 31.3% Yellow Time (s) 3.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 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) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 52 (33%), Referenced to phase 4:EBT and 8:WBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: 23rd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 109 1027 37 316 1417 148 63 157 283 311 226 129 Future Volume (vph) 109 1027 37 316 1417 148 63 157 283 311 226 129 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.82 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.95 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3335 5106 3433 5028 1805 1792 1305 3367 1693 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3335 5106 3433 5028 1805 1792 1305 3367 1693 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 114 1070 39 329 1476 154 66 164 295 324 235 134 RTOR Reduction (vph) 0 2 0 0 7 0 0 0 56 0 14 0 Lane Group Flow (vph) 114 1107 0 329 1623 0 66 164 239 324 355 0 Confl. Peds. (#/hr) 5 22 183 20 Heavy Vehicles (%) 5% 1% 0% 2% 1% 3% 0% 6% 1% 4% 5% 3% Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 9.9 74.1 19.1 83.3 9.6 27.0 46.1 19.8 37.2 Effective Green, g (s) 9.9 74.1 19.1 83.3 9.6 27.0 46.1 19.8 37.2 Actuated g/C Ratio 0.06 0.46 0.12 0.52 0.06 0.17 0.29 0.12 0.23 Clearance Time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 206 2364 409 2617 108 302 420 416 393 v/s Ratio Prot 0.03 0.22 c0.10 c0.32 0.04 0.09 0.07 c0.10 c0.21 v/s Ratio Perm 0.12 v/c Ratio 0.55 0.47 0.80 0.62 0.61 0.54 0.57 0.78 0.90 Uniform Delay, d1 72.9 29.4 68.6 27.2 73.4 60.9 48.5 68.0 59.7 Progression Factor 1.00 1.00 1.37 0.46 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.8 0.7 8.5 0.9 7.0 1.1 1.2 8.2 23.0 Delay (s) 74.7 30.1 102.6 13.4 80.4 61.9 49.7 76.1 82.7 Level of Service E C F B F E D E F Approach Delay (s) 34.3 28.3 57.4 79.6 Approach LOS C C E E Intersection Summary HCM 2000 Control Delay 41.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 82.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 1508 16 28 1799 217 17 6 59 135 2 58 Future Volume (vph) 62 1508 16 28 1799 217 17 6 59 135 2 58 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 175 0 185 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 529 440 242 199 Travel Time (s) 10.3 10.0 5.5 4.5 Confl. Peds. (#/hr) 4 2 2 4 17 17 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 6% 0% 10% 1% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Detector Phase 5 2 1 6 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 29.0 9.0 29.0 9.0 29.0 Total Split (s) 14.0 96.0 14.0 96.0 20.0 30.0 20.0 30.0 Total Split (%) 8.8% 60.0% 8.8% 60.0% 12.5% 18.8% 12.5% 18.8% Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 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 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 48 (30%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 2: 25th Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 62 1508 16 28 1799 217 17 6 59 135 2 58 Future Volume (vph) 62 1508 16 28 1799 217 17 6 59 135 2 58 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 0.86 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 5077 1805 5040 1667 1503 1787 1555 Flt Permitted 0.05 1.00 0.12 1.00 0.72 1.00 0.49 1.00 Satd. Flow (perm) 104 5077 232 5040 1256 1503 914 1555 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 65 1587 17 29 1894 228 18 6 62 142 2 61 RTOR Reduction (vph) 0 1 0 0 7 0 0 57 0 0 52 0 Lane Group Flow (vph) 65 1603 0 29 2115 0 18 11 0 142 11 0 Confl. Peds. (#/hr) 4 2 2 4 17 17 Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 6% 0% 10% 1% 0% 0% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 116.1 109.7 111.3 107.3 18.7 14.0 32.3 23.6 Effective Green, g (s) 116.1 109.7 111.3 107.3 18.7 14.0 32.3 23.6 Actuated g/C Ratio 0.73 0.69 0.70 0.67 0.12 0.09 0.20 0.15 Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 143 3480 200 3379 158 131 262 229 v/s Ratio Prot c0.02 0.32 0.00 c0.42 0.00 0.01 c0.05 0.01 v/s Ratio Perm 0.31 0.10 0.01 c0.06 v/c Ratio 0.45 0.46 0.14 0.63 0.11 0.09 0.54 0.05 Uniform Delay, d1 13.7 11.6 8.5 15.0 63.1 67.1 55.5 58.6 Progression Factor 2.72 0.50 0.95 1.35 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 0.4 0.2 0.6 0.3 0.3 2.3 0.1 Delay (s) 39.3 6.2 8.4 20.8 63.4 67.4 57.8 58.6 Level of Service D A A C E E E E Approach Delay (s) 7.5 20.6 66.6 58.0 Approach LOS A C E E Intersection Summary HCM 2000 Control Delay 18.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.61 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 72.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1280 303 133 1170 0 0 0 0 462 1 933 Future Volume (vph) 0 1280 303 133 1170 0 0 0 0 462 1 933 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) 440 1090 747 744 Travel Time (s) 8.6 21.2 14.6 14.5 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 0% 1% 2% 1% 1% 0% 0% 0% 0% 2% 0% 1% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Split NA custom Protected Phases 2 1 6 4 4 5 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 5 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 5.0 Minimum Split (s) 16.3 16.3 15.5 48.3 36.9 36.9 10.9 Total Split (s) 100.0 100.0 20.0 100.0 40.0 40.0 20.0 Total Split (%) 62.5% 62.5% 12.5% 62.5% 25.0% 25.0% 12.5% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1280 303 133 1170 0 0 0 0 462 1 933 Future Volume (veh/h) 0 1280 303 133 1170 0 0 0 0 462 1 933 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1885 1870 1885 1885 0 1870 1900 1885 Adj Flow Rate, veh/h 0 1306 258 136 1194 0 472 0 690 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 0 1 2 1 1 0 2 0 1 Cap, veh/h 0 2339 1035 180 2686 0 620 0 834 Arrive On Green 0.00 1.00 1.00 0.12 1.00 0.00 0.17 0.00 0.17 Sat Flow, veh/h 0 3676 1584 1795 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1306 258 136 1194 0 472 0 690 Grp Sat Flow(s),veh/h/ln 0 1791 1584 1795 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 0.0 0.0 5.3 0.0 0.0 20.2 0.0 22.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 5.3 0.0 0.0 20.2 0.0 22.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2339 1035 180 2686 0 620 0 834 V/C Ratio(X) 0.00 0.56 0.25 0.76 0.44 0.00 0.76 0.00 0.83 Avail Cap(c_a), veh/h 0 2339 1035 231 2686 0 759 0 1021 HCM Platoon Ratio 1.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.89 0.89 0.80 0.80 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 50.6 0.0 0.0 62.9 0.0 63.8 Incr Delay (d2), s/veh 0.0 0.9 0.5 7.2 0.4 0.0 3.7 0.0 4.8 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 0.3 0.1 5.4 0.2 0.0 9.5 0.0 19.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.9 0.5 57.8 0.4 0.0 66.6 0.0 68.6 LnGrp LOS A A A E A A E A E Approach Vol, veh/h 1564 1330 1162 Approach Delay, s/veh 0.8 6.3 67.8 Approach LOS A A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 15.5 110.8 33.7 126.3 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s14.5 93.7 34.1 93.7 Max Q Clear Time (g_c+I1), s 7.3 2.0 24.2 2.0 Green Ext Time (p_c), s 0.1 21.7 3.6 15.5 Intersection Summary HCM 6th Ctrl Delay 21.8 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 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1485 285 0 883 235 394 0 215 0 0 0 Future Volume (vph) 0 1485 285 0 883 235 394 0 215 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 715 781 805 Travel Time (s) 21.2 13.9 15.2 15.7 Confl. Peds. (#/hr) 5 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 2% 3% 0% 1% 1% 2% 0% 1% 0% 0% 0% Shared Lane Traffic (%) 19% Turn Type NA NA Split NA Protected Phases 2 6 4 4 Permitted Phases Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 115.0 115.0 45.0 45.0 Total Split (%) 71.9% 71.9% 28.1% 28.1% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 63 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1485 285 0 883 235 394 0 215 0 0 0 Future Volume (veh/h) 0 1485 285 0 883 235 394 0 215 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1870 0 1885 1885 1870 1900 1870 Adj Flow Rate, veh/h 0 1531 294 0 910 0 282 174 158 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 2 2 0 1 1 2 0 2 Cap, veh/h 0 2129 399 0 2553 376 193 175 Arrive On Green 0.00 1.00 1.00 0.00 0.71 0.00 0.21 0.21 0.21 Sat Flow, veh/h 0 3081 560 0 3770 0 1781 916 832 Grp Volume(v), veh/h 0 895 930 0 910 0 282 0 332 Grp Sat Flow(s),veh/h/ln 0 1777 1770 0 1791 0 1781 0 1748 Q Serve(g_s), s 0.0 0.0 0.0 0.0 15.6 0.0 23.7 0.0 29.6 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 15.6 0.0 23.7 0.0 29.6 Prop In Lane 0.00 0.32 0.00 0.00 1.00 0.48 Lane Grp Cap(c), veh/h 0 1267 1262 0 2553 376 0 368 V/C Ratio(X) 0.00 0.71 0.74 0.00 0.36 0.75 0.00 0.90 Avail Cap(c_a), veh/h 0 1267 1262 0 2553 435 0 427 HCM Platoon Ratio 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.77 0.77 0.00 0.89 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 8.8 0.0 59.2 0.0 61.5 Incr Delay (d2), s/veh 0.0 2.6 3.0 0.0 0.3 0.0 6.5 0.0 20.5 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 0.9 1.1 0.0 6.0 0.0 11.4 0.0 15.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 2.6 3.0 0.0 9.2 0.0 65.7 0.0 82.0 LnGrp LOS A A A A A E A F Approach Vol, veh/h 1825 910 A 614 Approach Delay, s/veh 2.8 9.2 74.5 Approach LOS A A E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 120.4 39.6 120.4 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 108.7 39.1 108.7 Max Q Clear Time (g_c+I1), s 2.0 31.6 17.6 Green Ext Time (p_c), s 38.9 2.1 9.9 Intersection Summary HCM 6th Ctrl Delay 17.7 HCM 6th LOS B 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 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1647 38 11 998 0 114 0 71 0 0 0 Future Volume (vph) 5 1647 38 11 998 0 114 0 71 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) 715 865 286 269 Travel Time (s) 13.9 16.9 7.8 7.3 Confl. Peds. (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 3% 0% 1% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 39.0 16.0 16.0 35.0 39.0 20.0 75.0 75.0 75.0 Total Split (%) 22.5% 9.2% 9.2% 20.2% 22.5% 11.6% 43.4% 43.4% 43.4% Yellow Time (s) 3.0 3.0 3.0 4.0 3.0 4.0 4.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None None None Intersection Summary Area Type: Other Cycle Length: 173 Actuated Cycle Length: 57.4 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1647 38 11 998 0 114 0 71 0 0 0 Future Volume (vph) 5 1647 38 11 998 0 114 0 71 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 3539 1568 1805 3574 1805 1594 Flt Permitted 0.23 1.00 1.00 0.11 1.00 0.95 1.00 Satd. Flow (perm) 430 3539 1568 205 3574 1805 1594 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 5 1734 40 12 1051 0 120 0 75 0 0 0 RTOR Reduction (vph) 0 0 16 0 0 0 0 63 0 0 0 0 Lane Group Flow (vph) 5 1734 24 12 1051 0 120 12 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 Heavy Vehicles (%) 0% 2% 3% 0% 1% 0% 0% 0% 0% 0% 0% 0% 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 Actuated Green, G (s) 37.5 36.4 36.4 37.7 37.0 10.2 10.2 Effective Green, g (s) 37.5 36.4 36.4 37.7 37.0 10.2 10.2 Actuated g/C Ratio 0.61 0.59 0.59 0.62 0.60 0.17 0.17 Clearance Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 Vehicle Extension (s) 5.0 1.0 1.0 1.5 5.0 1.5 2.5 Lane Grp Cap (vph) 287 2101 931 144 2157 300 265 v/s Ratio Prot 0.00 c0.49 c0.00 0.29 c0.07 0.01 v/s Ratio Perm 0.01 0.02 0.05 v/c Ratio 0.02 0.83 0.03 0.08 0.49 0.40 0.05 Uniform Delay, d1 4.9 9.9 5.1 8.7 6.8 22.8 21.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 2.6 0.0 0.1 0.4 0.3 0.1 Delay (s) 5.0 12.6 5.1 8.8 7.2 23.1 21.5 Level of Service A B A A A C C Approach Delay (s) 12.4 7.2 22.5 0.0 Approach LOS B A C A Intersection Summary HCM 2000 Control Delay 11.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 61.3 Sum of lost time (s) 18.0 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1569 115 185 879 106 233 Future Volume (vph) 1569 115 185 879 106 233 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) 865 470 1111 Travel Time (s) 16.9 9.2 21.6 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 1% 4% 1% 3% 1% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 93.0 93.0 15.0 108.0 32.0 32.0 Total Split (%) 66.4% 66.4% 10.7% 77.1% 22.9% 22.9% 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: 140 Actuated Cycle Length: 140 Offset: 70 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & S 320th St HCM Signalized Intersection Capacity Analysis 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1569 115 185 879 106 233 Future Volume (vph) 1569 115 185 879 106 233 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 0.91 Frt 1.00 0.85 1.00 1.00 0.92 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3539 1599 1736 3574 3253 1455 Flt Permitted 1.00 1.00 0.12 1.00 0.98 1.00 Satd. Flow (perm) 3539 1599 211 3574 3253 1455 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 1634 120 193 916 110 243 RTOR Reduction (vph) 0 26 0 0 114 113 Lane Group Flow (vph) 1634 94 193 916 118 8 Heavy Vehicles (%) 2% 1% 4% 1% 3% 1% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Actuated Green, G (s) 106.0 106.0 121.0 121.0 9.0 9.0 Effective Green, g (s) 106.0 106.0 121.0 121.0 9.0 9.0 Actuated g/C Ratio 0.76 0.76 0.86 0.86 0.06 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.5 2.5 1.5 2.5 1.5 1.5 Lane Grp Cap (vph) 2679 1210 291 3088 209 93 v/s Ratio Prot 0.46 c0.05 0.26 c0.04 v/s Ratio Perm 0.06 c0.52 0.01 v/c Ratio 0.61 0.08 0.66 0.30 0.56 0.08 Uniform Delay, d1 7.7 4.4 21.3 1.7 63.6 61.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.0 0.1 4.4 0.2 2.1 0.1 Delay (s) 8.7 4.5 25.6 2.0 65.7 61.8 Level of Service A A C A E E Approach Delay (s) 8.4 6.1 64.3 Approach LOS A A E Intersection Summary HCM 2000 Control Delay 13.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 71.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2019 Existing - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection East North West LOS A A A A Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:19:22 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - 32nd Ave S & S 323rd St.sip8 LANE SUMMARY Site: 7 [2019 Existing - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 % % East: S 323rd St Lane 1d 13 0.0 1353 0.010 100 2.7 LOS A 0.0 1.0 Full 1600 0.0 0.0 Approach 13 0.0 0.010 2.7 LOS A 0.0 1.0 North: 32nd Ave S Lane 1d 111 1.1 1360 0.081 100 3.3 LOS A 0.4 9.3 Full 1600 0.0 0.0 Approach 111 1.1 0.081 3.3 LOS A 0.4 9.3 West: Driveway Lane 1d 59 0.0 1234 0.048 100 3.3 LOS A 0.2 5.2 Full 1600 0.0 0.0 Approach 59 0.0 0.048 3.3 LOS A 0.2 5.2 Intersection 183 0.7 0.081 3.3 LOS A 0.4 9.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:19:22 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - 32nd Ave S & S 323rd St.sip8 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 11 115 11 305 300 1 Future Volume (vph) 11 115 11 305 300 1 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) 592 295 1111 Travel Time (s) 16.1 8.0 21.6 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 1% 0% 1% 2% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 11 115 11 305 300 1 Future Volume (Veh/h) 11 115 11 305 300 1 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 12 124 12 328 323 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1111 pX, platoon unblocked vC, conflicting volume 675 323 324 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 675 323 324 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 97 83 99 cM capacity (veh/h) 418 720 1247 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 12 124 12 328 323 1 Volume Left 12 0 12 0 0 0 Volume Right 0 124 0 0 0 1 cSH 418 720 1247 1700 1700 1700 Volume to Capacity 0.03 0.17 0.01 0.19 0.19 0.00 Queue Length 95th (ft) 2 15 1 0 0 0 Control Delay (s) 13.9 11.0 7.9 0.0 0.0 0.0 Lane LOS B B A Approach Delay (s) 11.3 0.3 0.0 Approach LOS B Intersection Summary Average Delay 2.0 Intersection Capacity Utilization 29.6% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2019 Existing - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:32:37 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG LANE SUMMARY Site: 9 [2019 Existing - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 703 1.7 1367 0.514 100 10.3 LOS B 4.0 101.8 Full 1600 0.0 0.0 Lane 2 72 1.5 913 0.079 100 2.8 LOS A 0.4 9.7 Full 1600 0.0 0.0 Approach 775 1.7 0.514 9.6 LOS A 4.0 101.8 NorthEast: Weyerhaeuser Way S Lane 1 177 1.2 674 0.263 100 13.1 LOS B 1.5 37.6 Full 1600 0.0 0.0 Lane 2d 288 2.3 804 0.358 100 6.2 LOS A 2.3 58.6 Full 1600 0.0 0.0 Approach 465 1.9 0.358 8.8 LOS A 2.3 58.6 West: S 336th St Lane 1 249 0.4 1136 0.219 100 9.8 LOS A 1.3 32.4 Full 1600 0.0 0.0 Lane 2d 488 1.8 1400 0.349 100 4.5 LOS A 2.4 61.6 Full 1600 0.0 0.0 Approach 737 1.3 0.349 6.3 LOS A 2.4 61.6 Intersection 1977 1.6 0.514 8.2 LOS A 4.0 101.8 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:32:37 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2019 Existing - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:24:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG LANE SUMMARY Site: 10 [2019 Existing - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1d 388 1.4 1216 0.319 100 3.6 LOS A 1.6 39.6 Full 1600 0.0 0.0 Lane 2 387 1.9 1211 0.319 100 3.4 LOS A 1.6 39.7 Full 1600 0.0 0.0 Approach 775 1.6 0.319 3.5 LOS A 1.6 39.7 NorthEast: 33rd Pl S Lane 1d 91 3.5 689 0.133 100 6.1 LOS A 0.5 11.9 Full 1600 0.0 0.0 Approach 91 3.5 0.133 6.1 LOS A 0.5 11.9 NorthWest: Weyerhaeuser Way S Lane 1 347 1.2 1221 0.284 100 4.2 LOS A 1.4 36.1 Full 1600 0.0 0.0 Lane 2d 346 1.4 1218 0.284 100 3.3 LOS A 1.4 36.2 Full 1600 0.0 0.0 Approach 692 1.3 0.284 3.8 LOS A 1.4 36.2 Intersection 1559 1.6 0.319 3.8 LOS A 1.6 39.7 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:24:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 388 18 624 184 263 0 0 572 76 Future Volume (vph) 0 0 0 388 18 624 184 263 0 0 572 76 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 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 0% 0% 0% 2% 0% 1% 1% 1% 0% 0% 1% 1% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 36.9 36.9 36.9 10.5 29.9 25.9 Total Split (s) 45.9 45.9 45.9 40.5 45.9 45.9 Total Split (%) 34.7% 34.7% 34.7% 30.6% 34.7% 34.7% Yellow Time (s) 3.9 3.9 3.9 3.5 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.5 5.9 5.9 Lead/Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None None Min Min Intersection Summary Area Type: Other Cycle Length: 132.3 Actuated Cycle Length: 99.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 388 18 624 184 263 0 0 572 76 Future Volume (veh/h) 0 0 0 388 18 624 184 263 0 0 572 76 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 404 19 420 192 274 0 0 596 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 0 1 1 1 0 0 1 1 Cap, veh/h 610 29 563 252 1717 0 0 932 Arrive On Green 0.35 0.35 0.35 0.14 0.48 0.00 0.00 0.26 0.00 Sat Flow, veh/h 1732 81 1598 1795 3676 0 0 3770 0 Grp Volume(v), veh/h 423 0 420 192 274 0 0 596 0 Grp Sat Flow(s),veh/h/ln 1813 0 1598 1795 1791 0 0 1791 0 Q Serve(g_s), s 13.8 0.0 16.2 7.2 3.0 0.0 0.0 10.3 0.0 Cycle Q Clear(g_c), s 13.8 0.0 16.2 7.2 3.0 0.0 0.0 10.3 0.0 Prop In Lane 0.96 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 639 0 563 252 1717 0 0 932 V/C Ratio(X) 0.66 0.00 0.75 0.76 0.16 0.00 0.00 0.64 Avail Cap(c_a), veh/h 1035 0 912 897 2045 0 0 2045 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 19.2 0.0 19.9 29.0 10.3 0.0 0.0 23.0 0.0 Incr Delay (d2), s/veh 1.7 0.0 2.8 6.6 0.1 0.0 0.0 1.0 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 %ile BackOfQ(50%),veh/ln 5.7 0.0 6.0 3.4 1.1 0.0 0.0 4.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.8 0.0 22.8 35.6 10.3 0.0 0.0 24.0 0.0 LnGrp LOS C A C D B A A C Approach Vol, veh/h 843 466 596 A Approach Delay, s/veh 21.8 20.7 24.0 Approach LOS C C C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 39.5 15.3 24.1 30.6 Change Period (Y+Rc), s 5.9 5.5 5.9 5.9 Max Green Setting (Gmax), s 40.0 35.0 40.0 40.0 Max Q Clear Time (g_c+I1), s 5.0 9.2 12.3 18.2 Green Ext Time (p_c), s 2.6 0.9 5.9 6.5 Intersection Summary HCM 6th Ctrl Delay 22.2 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 88 2 544 0 0 0 0 374 176 285 671 0 Future Volume (vph) 88 2 544 0 0 0 0 374 176 285 671 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Confl. Peds. (#/hr) 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 1% 0% 2% 0% 0% 0% 0% 1% 2% 1% 1% 0% 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) 35.9 35.9 35.9 22.9 10.5 26.9 Total Split (s) 50.9 50.9 50.9 45.9 25.5 45.9 Total Split (%) 41.6% 41.6% 41.6% 37.5% 20.9% 37.5% Yellow Time (s) 3.9 3.9 3.9 3.9 3.5 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.5 5.9 Lead/Lag Lag Lead Lead-Lag Optimize? Recall Mode None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 122.3 Actuated Cycle Length: 87.6 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 88 2 544 0 0 0 0 374 176 285 671 0 Future Volume (veh/h) 88 2 544 0 0 0 0 374 176 285 671 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1900 1870 0 1885 1885 1885 1885 0 Adj Flow Rate, veh/h 92 2 439 0 390 183 297 699 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 0 2 0 1 1 1 1 0 Cap, veh/h 595 13 532 0 609 282 471 923 0 Arrive On Green 0.34 0.34 0.34 0.00 0.26 0.26 0.15 0.49 0.00 Sat Flow, veh/h 1773 39 1585 0 2472 1101 1795 1885 0 Grp Volume(v), veh/h 94 0 439 0 292 281 297 699 0 Grp Sat Flow(s),veh/h/ln 1811 0 1585 0 1791 1687 1795 1885 0 Q Serve(g_s), s 2.5 0.0 17.2 0.0 9.8 10.0 7.5 20.4 0.0 Cycle Q Clear(g_c), s 2.5 0.0 17.2 0.0 9.8 10.0 7.5 20.4 0.0 Prop In Lane 0.98 1.00 0.00 0.65 1.00 0.00 Lane Grp Cap(c), veh/h 608 0 532 0 459 432 471 923 0 V/C Ratio(X) 0.15 0.00 0.82 0.00 0.64 0.65 0.63 0.76 0.00 Avail Cap(c_a), veh/h 1204 0 1054 0 1058 997 728 1114 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 15.7 0.0 20.6 0.0 22.4 22.5 14.5 14.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 4.6 0.0 2.1 2.3 1.7 2.9 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 1.0 0.0 6.5 0.0 4.1 3.9 2.9 7.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.9 0.0 25.3 0.0 24.5 24.8 16.1 16.9 0.0 LnGrp LOS B A C A C C B B A Approach Vol, veh/h 533 573 996 Approach Delay, s/veh 23.6 24.6 16.6 Approach LOS C C B Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 28.6 39.1 15.8 23.2 Change Period (Y+Rc), s 5.9 5.9 5.5 5.9 Max Green Setting (Gmax), s 45.0 40.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 19.2 22.4 9.5 12.0 Green Ext Time (p_c), s 3.5 6.2 0.8 5.3 Intersection Summary HCM 6th Ctrl Delay 20.6 HCM 6th LOS C Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - SAT PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 2 4 4 162 158 2 Future Volume (vph) 2 4 4 162 158 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 0.91 0.91 0.91 0.91 0.91 0.91 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 Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - SAT PM Peak Hour Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 4 4 162 158 2 Future Volume (Veh/h) 2 4 4 162 158 2 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 2 4 4 178 174 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type NoneTWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 360 174 176 vC1, stage 1 conf vol 174 vC2, stage 2 conf vol 186 vCu, unblocked vol 360 174 176 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 765 875 1412 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 2 4 4 178 174 2 Volume Left 2 0 4 0 0 0 Volume Right 0 4 0 0 0 2 cSH 765 875 1412 1700 1700 1700 Volume to Capacity 0.00 0.00 0.00 0.10 0.10 0.00 Queue Length 95th (ft) 0 0 0 0 0 0 Control Delay (s) 9.7 9.1 7.6 0.0 0.0 0.0 Lane LOS A A A Approach Delay (s) 9.3 0.2 0.0 Approach LOS A Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 18.5% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2019 Existing - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:42:48 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG LANE SUMMARY Site: 9 [2019 Existing - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 315 0.7 1518 0.207 100 9.2 LOS A 1.1 28.0 Full 1600 0.0 0.0 Lane 2 59 1.9 1015 0.058 100 2.1 LOS A 0.3 6.7 Full 1600 0.0 0.0 Approach 374 0.9 0.207 8.1 LOS A 1.1 28.0 NorthEast: Weyerhaeuser Way S Lane 1 48 0.0 819 0.058 100 10.9 LOS B 0.2 5.7 Full 1600 0.0 0.0 Lane 2d 142 1.6 1147 0.124 100 3.5 LOS A 0.5 13.9 Full 1600 0.0 0.0 Approach 190 1.2 0.124 5.4 LOS A 0.5 13.9 West: S 336th St Lane 1 127 0.0 1333 0.095 100 9.0 LOS A 0.5 12.1 Full 1600 0.0 0.0 Lane 2d 232 1.5 1582 0.147 100 3.8 LOS A 0.8 20.2 Full 1600 0.0 0.0 Approach 359 1.0 0.147 5.6 LOS A 0.8 20.2 Intersection 923 1.0 0.207 6.6 LOS A 1.1 28.0 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:42:48 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG Federal Way - Sat PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2019 Existing - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:37:29 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG LANE SUMMARY Site: 10 [2019 Existing - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1d 199 1.0 1239 0.160 100 3.2 LOS A 0.6 16.3 Full 1600 0.0 0.0 Lane 2 197 1.8 1229 0.160 100 3.4 LOS A 0.6 16.4 Full 1600 0.0 0.0 Approach 396 1.4 0.160 3.3 LOS A 0.6 16.4 NorthEast: 33rd Pl S Lane 1d 94 0.0 890 0.106 100 5.3 LOS A 0.4 9.4 Full 1600 0.0 0.0 Approach 94 0.0 0.106 5.3 LOS A 0.4 9.4 NorthWest: Weyerhaeuser Way S Lane 1 145 1.0 1224 0.119 100 4.7 LOS A 0.5 12.6 Full 1600 0.0 0.0 Lane 2d 145 1.3 1219 0.119 100 3.3 LOS A 0.5 12.6 Full 1600 0.0 0.0 Approach 290 1.1 0.119 4.0 LOS A 0.5 12.6 Intersection 780 1.1 0.160 3.8 LOS A 0.6 16.4 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:37:29 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG Federal Way - Sat PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - SAT PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 132 9 206 134 151 0 0 208 71 Future Volume (vph) 0 0 0 132 9 206 134 151 0 0 208 71 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 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 0% 1% 0% 1% 1% 2% 0% 0% 1% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 45.0 45.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 36.0% 36.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize? Yes Yes Recall Mode None None None None Min Min Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 46 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - SAT PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 132 9 206 134 151 0 0 208 71 Future Volume (veh/h) 0 0 0 132 9 206 134 151 0 0 208 71 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 1885 1870 0 0 1885 1885 Adj Flow Rate, veh/h 143 10 122 146 164 0 0 226 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 1 0 1 1 2 0 0 1 1 Cap, veh/h 311 22 293 211 1772 0 0 797 Arrive On Green 0.18 0.18 0.18 0.12 0.50 0.00 0.00 0.22 0.00 Sat Flow, veh/h 1697 119 1598 1795 3647 0 0 3770 0 Grp Volume(v), veh/h 153 0 122 146 164 0 0 226 0 Grp Sat Flow(s),veh/h/ln 1815 0 1598 1795 1777 0 0 1791 0 Q Serve(g_s), s 2.4 0.0 2.1 2.5 0.8 0.0 0.0 1.6 0.0 Cycle Q Clear(g_c), s 2.4 0.0 2.1 2.5 0.8 0.0 0.0 1.6 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 333 0 293 211 1772 0 0 797 V/C Ratio(X) 0.46 0.00 0.42 0.69 0.09 0.00 0.00 0.28 Avail Cap(c_a), veh/h 2019 0 1777 1997 4517 0 0 4553 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 11.5 0.0 11.4 13.3 4.1 0.0 0.0 10.2 0.0 Incr Delay (d2), s/veh 1.4 0.0 1.3 5.7 0.0 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 0.8 0.0 0.7 1.1 0.1 0.0 0.0 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.9 0.0 12.7 19.1 4.2 0.0 0.0 10.4 0.0 LnGrp LOS B A B B A A A B Approach Vol, veh/h 275 310 226 A Approach Delay, s/veh 12.8 11.2 10.4 Approach LOS B B B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 20.7 8.7 12.0 10.8 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 2.8 4.5 3.6 4.4 Green Ext Time (p_c), s 1.5 0.7 2.1 2.0 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - SAT PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 87 3 198 0 0 0 0 196 137 120 221 0 Future Volume (vph) 87 3 198 0 0 0 0 196 137 120 221 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 3% 0% 1% 0% 0% 0% 0% 1% 1% 1% 1% 0% 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: 40.5 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - SAT PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 87 3 198 0 0 0 0 196 137 120 221 0 Future Volume (veh/h) 87 3 198 0 0 0 0 196 137 120 221 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 0 1885 1885 1885 1885 0 Adj Flow Rate, veh/h 94 3 86 0 211 147 129 238 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 0 1 0 1 1 1 1 0 Cap, veh/h 307 10 280 0 521 347 583 970 0 Arrive On Green 0.18 0.18 0.18 0.00 0.25 0.25 0.11 0.51 0.00 Sat Flow, veh/h 1756 56 1598 0 2154 1370 1795 1885 0 Grp Volume(v), veh/h 97 0 86 0 182 176 129 238 0 Grp Sat Flow(s),veh/h/ln 1812 0 1598 0 1791 1639 1795 1885 0 Q Serve(g_s), s 1.5 0.0 1.5 0.0 2.7 2.9 1.4 2.3 0.0 Cycle Q Clear(g_c), s 1.5 0.0 1.5 0.0 2.7 2.9 1.4 2.3 0.0 Prop In Lane 0.97 1.00 0.00 0.84 1.00 0.00 Lane Grp Cap(c), veh/h 317 0 280 0 453 415 583 970 0 V/C Ratio(X) 0.31 0.00 0.31 0.00 0.40 0.42 0.22 0.25 0.00 Avail Cap(c_a), veh/h 2532 0 2232 0 2224 2035 1507 2341 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 11.6 0.0 11.6 0.0 10.0 10.1 6.2 4.3 0.0 Incr Delay (d2), s/veh 0.8 0.0 0.9 0.0 0.8 1.0 0.2 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 0.5 0.0 0.8 0.8 0.3 0.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.3 0.0 12.5 0.0 10.8 11.0 6.5 4.5 0.0 LnGrp LOS B A B A B B A A A Approach Vol, veh/h 183 358 367 Approach Delay, s/veh 12.4 10.9 5.2 Approach LOS B B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 10.6 21.6 8.4 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 3.5 4.3 3.4 4.9 Green Ext Time (p_c), s 1.3 2.0 0.4 3.3 Intersection Summary HCM 6th Ctrl Delay 8.9 HCM 6th LOS A Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA 2022 Without Project Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 1042 20 151 908 141 12 87 125 258 81 60 Future Volume (vph) 85 1042 20 151 908 141 12 87 125 258 81 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 0 260 0 300 0 300 0 Storage Lanes 2 0 2 0 1 1 2 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 631 564 591 660 Travel Time (s) 12.3 12.8 13.4 15.0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 10% 2% 0% 1% 4% 8% 0% 21% 3% 5% 12% 12% Shared Lane Traffic (%) Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 28.5 10.5 30.5 9.5 31.5 10.5 9.5 31.5 Total Split (s) 15.0 42.0 15.0 42.0 15.0 33.0 15.0 20.0 38.0 Total Split (%) 13.6% 38.2% 13.6% 38.2% 13.6% 30.0% 13.6% 18.2% 34.5% Yellow Time (s) 3.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 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) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 30 (27%), Referenced to phase 4:EBT and 8:WBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: 23rd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 1042 20 151 908 141 12 87 125 258 81 60 Future Volume (vph) 85 1042 20 151 908 141 12 87 125 258 81 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3183 5073 3467 4862 1805 1570 1568 3335 1588 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3183 5073 3467 4862 1805 1570 1568 3335 1588 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 89 1097 21 159 956 148 13 92 132 272 85 63 RTOR Reduction (vph) 0 1 0 0 13 0 0 0 93 0 27 0 Lane Group Flow (vph) 89 1117 0 159 1091 0 13 92 39 272 121 0 Heavy Vehicles (%) 10% 2% 0% 1% 4% 8% 0% 21% 3% 5% 12% 12% Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 6.4 56.0 9.4 59.0 2.5 11.3 20.7 13.3 22.1 Effective Green, g (s) 6.4 56.0 9.4 59.0 2.5 11.3 20.7 13.3 22.1 Actuated g/C Ratio 0.06 0.51 0.09 0.54 0.02 0.10 0.19 0.12 0.20 Clearance Time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 185 2582 296 2607 41 161 373 403 319 v/s Ratio Prot 0.03 c0.22 c0.05 c0.22 0.01 c0.06 0.01 c0.08 0.08 v/s Ratio Perm 0.02 v/c Ratio 0.48 0.43 0.54 0.42 0.32 0.57 0.11 0.67 0.38 Uniform Delay, d1 50.2 17.0 48.2 15.2 52.9 47.0 37.0 46.3 38.0 Progression Factor 1.00 1.00 1.19 0.36 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.5 0.9 0.5 1.6 3.0 0.0 3.5 0.3 Delay (s) 50.9 17.5 58.2 5.9 54.5 50.1 37.0 49.8 38.3 Level of Service D B E A D D D D D Approach Delay (s) 20.0 12.5 43.0 45.7 Approach LOS B B D D Intersection Summary HCM 2000 Control Delay 22.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 51.8% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 1376 31 80 1212 110 11 5 12 103 4 35 Future Volume (vph) 25 1376 31 80 1212 110 11 5 12 103 4 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 175 0 185 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 564 426 279 276 Travel Time (s) 11.0 9.7 6.3 6.3 Confl. Peds. (#/hr) 6 4 4 6 2 7 7 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 4% 3% 3% 2% 5% 2% 0% 0% 0% 1% 0% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Detector Phase 5 2 1 6 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 29.0 9.0 29.0 9.0 29.0 Total Split (s) 10.0 58.0 10.0 58.0 12.0 30.0 12.0 30.0 Total Split (%) 9.1% 52.7% 9.1% 52.7% 10.9% 27.3% 10.9% 27.3% Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 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 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 10 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 2: 25th Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 1376 31 80 1212 110 11 5 12 103 4 35 Future Volume (vph) 25 1376 31 80 1212 110 11 5 12 103 4 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 1.00 0.89 1.00 0.86 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1735 5015 1769 4876 1802 1668 1780 1578 Flt Permitted 0.16 1.00 0.13 1.00 0.73 1.00 0.52 1.00 Satd. Flow (perm) 288 5015 240 4876 1385 1668 970 1578 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 26 1448 33 84 1276 116 12 5 13 108 4 37 RTOR Reduction (vph) 0 2 0 0 7 0 0 12 0 0 31 0 Lane Group Flow (vph) 26 1479 0 84 1385 0 12 6 0 108 10 0 Confl. Peds. (#/hr) 6 4 4 6 2 7 7 2 Heavy Vehicles (%) 4% 3% 3% 2% 5% 2% 0% 0% 0% 1% 0% 3% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 71.2 67.6 75.2 69.6 10.5 9.1 22.8 17.4 Effective Green, g (s) 71.2 67.6 75.2 69.6 10.5 9.1 22.8 17.4 Actuated g/C Ratio 0.65 0.61 0.68 0.63 0.10 0.08 0.21 0.16 Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 233 3081 241 3085 137 137 272 249 v/s Ratio Prot 0.00 c0.29 c0.02 0.28 0.00 0.00 c0.03 0.01 v/s Ratio Perm 0.07 0.22 0.01 c0.05 v/c Ratio 0.11 0.48 0.35 0.45 0.09 0.04 0.40 0.04 Uniform Delay, d1 7.3 11.6 7.2 10.4 45.3 46.4 36.9 39.2 Progression Factor 0.82 0.71 1.14 0.99 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.5 0.8 0.4 0.3 0.1 1.0 0.1 Delay (s) 6.2 8.7 9.0 10.7 45.6 46.6 37.8 39.3 Level of Service A A A B D D D D Approach Delay (s) 8.6 10.6 46.2 38.2 Approach LOS A B D D Intersection Summary HCM 2000 Control Delay 11.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 56.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1064 344 183 917 0 0 0 0 244 1 523 Future Volume (vph) 0 1064 344 183 917 0 0 0 0 244 1 523 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) 426 1090 747 744 Travel Time (s) 8.3 21.2 14.6 14.5 Confl. Peds. (#/hr) 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 3% 2% 4% 3% 0% 0% 0% 0% 3% 100% 4% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot NA Prot Protected Phases 2 1 6 7 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 7 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 15.0 15.0 10.0 49.0 10.0 40.0 40.0 Total Split (s) 45.0 45.0 30.0 75.0 35.0 35.0 35.0 Total Split (%) 40.9% 40.9% 27.3% 68.2% 31.8% 31.8% 31.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? 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: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1064 344 183 917 0 0 0 0 244 1 523 Future Volume (veh/h) 0 1064 344 183 917 0 0 0 0 244 1 523 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1856 1870 1841 1856 0 1856 418 1841 Adj Flow Rate, veh/h 0 1064 344 183 917 0 245 0 523 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 3 2 4 3 0 3 100 4 Cap, veh/h 0 2331 1048 381 2671 0 535 0 708 Arrive On Green 0.00 0.88 0.88 0.02 0.25 0.00 0.15 0.00 0.15 Sat Flow, veh/h 0 3618 1585 1753 3618 0 3534 0 4680 Grp Volume(v), veh/h 0 1064 344 183 917 0 245 0 523 Grp Sat Flow(s),veh/h/ln 0 1763 1585 1753 1763 0 1767 0 1560 Q Serve(g_s), s 0.0 6.7 4.1 3.3 23.5 0.0 7.0 0.0 11.7 Cycle Q Clear(g_c), s 0.0 6.7 4.1 3.3 23.5 0.0 7.0 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 2331 1048 381 2671 0 535 0 708 V/C Ratio(X) 0.00 0.46 0.33 0.48 0.34 0.00 0.46 0.00 0.74 Avail Cap(c_a), veh/h 0 2331 1048 690 2671 0 964 0 1276 HCM Platoon Ratio 1.00 1.33 1.33 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.89 0.89 0.79 0.79 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 2.7 2.5 5.3 18.8 0.0 42.6 0.0 44.6 Incr Delay (d2), s/veh 0.0 0.6 0.7 0.6 0.3 0.0 0.6 0.0 1.5 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 1.7 1.2 1.1 11.1 0.0 3.1 0.0 4.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 3.2 3.2 5.9 19.1 0.0 43.2 0.0 46.1 LnGrp LOS A A A A B A D A D Approach Vol, veh/h 1408 1100 768 Approach Delay, s/veh 3.2 16.9 45.2 Approach LOS A B D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 10.6 77.7 21.6 88.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+I1), s 5.3 8.7 13.7 25.5 Green Ext Time (p_c), s 0.3 13.0 2.9 9.5 Intersection Summary HCM 6th Ctrl Delay 17.6 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 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 869 411 0 715 324 412 2 522 0 0 0 Future Volume (vph) 0 869 411 0 715 324 412 2 522 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) 2 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 2% 5% 0% 4% 6% 3% 0% 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: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 869 411 0 715 324 412 2 522 0 0 0 Future Volume (veh/h) 0 869 411 0 715 324 412 2 522 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1870 0 1841 1841 1856 1900 1856 Adj Flow Rate, veh/h 0 869 411 0 715 0 412 2 522 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 2 0 4 4 3 0 3 Cap, veh/h 0 1473 691 0 2194 498 2 452 Arrive On Green 0.00 0.21 0.21 0.00 0.63 0.00 0.28 0.28 0.28 Sat Flow, veh/h 0 2441 1101 0 3681 0 1767 6 1603 Grp Volume(v), veh/h 0 656 624 0 715 0 412 0 524 Grp Sat Flow(s),veh/h/ln 0 1777 1672 0 1749 0 1767 0 1609 Q Serve(g_s), s 0.0 36.7 37.1 0.0 10.5 0.0 24.0 0.0 31.0 Cycle Q Clear(g_c), s 0.0 36.7 37.1 0.0 10.5 0.0 24.0 0.0 31.0 Prop In Lane 0.00 0.66 0.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1115 1049 0 2194 498 0 454 V/C Ratio(X) 0.00 0.59 0.59 0.00 0.33 0.83 0.00 1.16 Avail Cap(c_a), veh/h 0 1115 1049 0 2194 498 0 454 HCM Platoon Ratio 1.00 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.75 0.75 0.00 0.95 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 30.8 31.0 0.0 9.6 0.0 37.0 0.0 39.5 Incr Delay (d2), s/veh 0.0 1.7 1.9 0.0 0.4 0.0 11.3 0.0 92.3 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 17.9 17.1 0.0 3.8 0.0 11.7 0.0 23.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 32.5 32.8 0.0 10.0 0.0 48.3 0.0 131.8 LnGrp LOS A C C A A D A F Approach Vol, veh/h 1280 715 A 936 Approach Delay, s/veh 32.7 10.0 95.0 Approach LOS C A F 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 39.1 12.5 33.0 Green Ext Time (p_c), s 12.9 7.0 0.0 Intersection Summary HCM 6th Ctrl Delay 47.0 HCM 6th LOS D 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 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1002 419 96 995 0 34 0 16 0 0 1 Future Volume (vph) 4 1002 419 96 995 0 34 0 16 0 0 1 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) 720 883 894 275 Travel Time (s) 14.0 17.2 24.4 7.5 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 3% 1% 0% 4% 0% 7% 0% 40% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 13.0 87.0 87.0 28.0 102.0 20.0 35.0 15.0 15.0 Total Split (%) 8.7% 58.0% 58.0% 18.7% 68.0% 13.3% 23.3% 10.0% 10.0% 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: 150 Actuated Cycle Length: 43.5 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1002 419 96 995 0 34 0 16 0 0 1 Future Volume (vph) 4 1002 419 96 995 0 34 0 16 0 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 0.86 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 3505 1599 1805 3471 1687 1139 1644 Flt Permitted 0.27 1.00 1.00 0.17 1.00 0.95 1.00 1.00 Satd. Flow (perm) 520 3505 1599 320 3471 1687 1139 1644 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 1055 441 101 1047 0 36 0 17 0 0 1 RTOR Reduction (vph) 0 0 212 0 0 0 0 15 0 0 1 0 Lane Group Flow (vph) 4 1055 229 101 1047 0 36 2 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 3% 1% 0% 4% 0% 7% 0% 40% 0% 0% 0% Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Actuated Green, G (s) 28.5 27.7 27.7 37.9 33.1 1.9 6.4 0.5 Effective Green, g (s) 28.5 27.7 27.7 37.9 33.1 1.9 6.4 0.5 Actuated g/C Ratio 0.53 0.52 0.52 0.71 0.62 0.04 0.12 0.01 Clearance Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Vehicle Extension (s) 5.0 1.0 1.0 1.5 5.0 1.5 2.5 2.5 Lane Grp Cap (vph) 297 1821 831 372 2155 60 136 15 v/s Ratio Prot 0.00 c0.30 c0.03 c0.30 c0.02 0.00 c0.00 v/s Ratio Perm 0.01 0.14 0.17 v/c Ratio 0.01 0.58 0.28 0.27 0.49 0.60 0.02 0.00 Uniform Delay, d1 5.8 8.8 7.2 4.2 5.5 25.3 20.7 26.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.3 0.1 0.1 0.4 10.3 0.0 0.0 Delay (s) 5.8 9.1 7.2 4.3 5.8 35.6 20.7 26.2 Level of Service A A A A A D C C Approach Delay (s) 8.5 5.7 30.8 26.2 Approach LOS A A C C Intersection Summary HCM 2000 Control Delay 7.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length (s) 53.3 Sum of lost time (s) 18.0 Intersection Capacity Utilization 53.6% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 865 155 324 959 75 167 Future Volume (vph) 865 155 324 959 75 167 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 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 0% 3% 5% 3% 5% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 63.0 63.0 15.0 78.0 32.0 32.0 Total Split (%) 57.3% 57.3% 13.6% 70.9% 29.1% 29.1% Yellow Time (s) 4.0 4.0 4.0 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: 6: Weyerhaeuser Way S & S 320th St HCM Signalized Intersection Capacity Analysis 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 865 155 324 959 75 167 Future Volume (vph) 865 155 324 959 75 167 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 0.91 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.92 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3505 1579 1752 3438 3187 1400 Flt Permitted 1.00 1.00 0.29 1.00 0.98 1.00 Satd. Flow (perm) 3505 1579 531 3438 3187 1400 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 911 163 341 1009 79 176 RTOR Reduction (vph) 0 48 0 0 82 82 Lane Group Flow (vph) 911 115 341 1009 85 6 Confl. Peds. (#/hr) 1 1 Heavy Vehicles (%) 3% 0% 3% 5% 3% 5% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Actuated Green, G (s) 77.9 77.9 92.9 92.9 7.1 7.1 Effective Green, g (s) 77.9 77.9 92.9 92.9 7.1 7.1 Actuated g/C Ratio 0.71 0.71 0.84 0.84 0.06 0.06 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.5 2.5 1.5 2.5 1.5 1.5 Lane Grp Cap (vph) 2482 1118 559 2903 205 90 v/s Ratio Prot 0.26 c0.06 0.29 c0.03 v/s Ratio Perm 0.07 c0.46 0.00 v/c Ratio 0.37 0.10 0.61 0.35 0.41 0.06 Uniform Delay, d1 6.3 5.1 6.3 1.9 49.4 48.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.2 1.4 0.3 0.5 0.1 Delay (s) 6.7 5.2 7.7 2.2 49.9 48.4 Level of Service A A A A D D Approach Delay (s) 6.5 3.6 49.4 Approach LOS A A D Intersection Summary HCM 2000 Control Delay 9.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 58.5% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2022 Without Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection East North West LOS A A A A Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:36:03 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - 32nd Ave S & S 323rd St.sip8 LANE SUMMARY Site: 7 [2022 Without Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 % % East: S 323rd St Lane 1d 174 3.2 1311 0.133 100 3.8 LOS A 0.6 15.8 Full 1600 0.0 0.0 Approach 174 3.2 0.133 3.8 LOS A 0.6 15.8 North: 32nd Ave S Lane 1d 149 10.2 1184 0.126 100 4.1 LOS A 0.5 14.5 Full 1600 0.0 0.0 Approach 149 10.2 0.126 4.1 LOS A 0.5 14.5 West: Driveway Lane 1d 16 66.7 775 0.020 100 4.8 LOS A 0.1 1.9 Full 1600 0.0 0.0 Approach 16 66.7 0.020 4.8 LOS A 0.1 1.9 Intersection 339 9.2 0.133 4.0 LOS A 0.6 15.8 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:36:03 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - 32nd Ave S & S 323rd St.sip8 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 9 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1 17 121 256 398 65 Future Volume (vph) 1 17 121 256 398 65 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 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles (%) 0% 14% 0% 6% 1% 27% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 10 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 17 121 256 398 65 Future Volume (Veh/h) 1 17 121 256 398 65 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Hourly flow rate (vph) 1 21 151 320 498 81 Pedestrians 1 1 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 0 0 Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) 1121 pX, platoon unblocked vC, conflicting volume 1122 500 580 vC1, stage 1 conf vol 499 vC2, stage 2 conf vol 623 vCu, unblocked vol 1122 500 580 tC, single (s) 6.4 6.3 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.4 2.2 p0 queue free % 100 96 85 cM capacity (veh/h) 396 546 1003 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 1 21 151 320 498 81 Volume Left 1 0 151 0 0 0 Volume Right 0 21 0 0 0 81 cSH 396 546 1003 1700 1700 1700 Volume to Capacity 0.00 0.04 0.15 0.19 0.29 0.05 Queue Length 95th (ft) 0 3 13 0 0 0 Control Delay (s) 14.1 11.9 9.2 0.0 0.0 0.0 Lane LOS B B A Approach Delay (s) 12.0 3.0 0.0 Approach LOS B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 41.3% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2022 Without Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:11:20 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE SUMMARY Site: 9 [2022 Without Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 622 3.6 1362 0.457 100 10.0 LOS A 3.4 87.4 Full 1600 0.0 0.0 Lane 2 238 2.3 1036 0.230 100 2.7 LOS A 1.3 33.0 Full 1600 0.0 0.0 Approach 860 3.2 0.457 8.0 LOS A 3.4 87.4 NorthEast: Weyerhaeuser Way S Lane 1 248 0.0 803 0.309 100 12.1 LOS B 1.8 45.1 Full 1600 0.0 0.0 Lane 2d 290 2.3 872 0.332 100 5.6 LOS A 2.0 51.7 Full 1600 0.0 0.0 Approach 538 1.2 0.332 8.6 LOS A 2.0 51.7 West: S 336th St Lane 1 226 1.2 1090 0.207 100 10.1 LOS B 1.2 30.8 Full 1600 0.0 0.0 Lane 2d 418 5.4 1299 0.322 100 4.7 LOS A 2.2 57.1 Full 1600 0.0 0.0 Approach 644 3.9 0.322 6.6 LOS A 2.2 57.1 Intersection 2042 2.9 0.457 7.7 LOS A 3.4 87.4 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:11:20 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2022 Without Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:48:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG LANE SUMMARY Site: 10 [2022 Without Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1 542 4.2 1166 0.465 100 4.0 LOS A 2.9 75.3 Full 1600 0.0 0.0 Lane 2d 545 3.8 1171 0.465 100 3.6 LOS A 2.9 75.0 Full 1600 0.0 0.0 Approach 1087 4.0 0.465 3.8 LOS A 2.9 75.3 NorthEast: 33rd Pl S Lane 1d 265 0.0 623 0.426 100 8.7 LOS A 2.0 49.7 Full 1600 0.0 0.0 Approach 265 0.0 0.426 8.7 LOS A 2.0 49.7 NorthWest: Weyerhaeuser Way S Lane 1 288 6.2 1049 0.274 100 5.2 LOS A 1.4 36.4 Full 1600 0.0 0.0 Lane 2d 289 5.8 1054 0.274 100 3.9 LOS A 1.4 36.3 Full 1600 0.0 0.0 Approach 577 6.0 0.274 4.6 LOS A 1.4 36.4 Intersection 1929 4.0 0.465 4.7 LOS A 2.9 75.3 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:48:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 134 0 564 263 567 0 0 320 121 Future Volume (vph) 0 0 0 134 0 564 263 567 0 0 320 121 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 5% 0% 2% 2% 2% 0% 0% 2% 9% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 36.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1% 35.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize? 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: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 134 0 564 263 567 0 0 320 121 Future Volume (veh/h) 0 0 0 134 0 564 263 567 0 0 320 121 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1900 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 134 0 564 263 567 0 0 320 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2 Cap, veh/h 590 0 517 296 2020 0 0 1243 Arrive On Green 0.33 0.00 0.33 0.33 1.00 0.00 0.00 0.35 0.00 Sat Flow, veh/h 1810 0 1585 1781 3647 0 0 3741 0 Grp Volume(v), veh/h 134 0 564 263 567 0 0 320 0 Grp Sat Flow(s),veh/h/ln 1810 0 1585 1781 1777 0 0 1777 0 Q Serve(g_s), s 5.1 0.0 31.0 13.3 0.0 0.0 0.0 6.1 0.0 Cycle Q Clear(g_c), s 5.1 0.0 31.0 13.3 0.0 0.0 0.0 6.1 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 590 0 517 296 2020 0 0 1243 V/C Ratio(X) 0.23 0.00 1.09 0.89 0.28 0.00 0.00 0.26 Avail Cap(c_a), veh/h 590 0 517 375 2020 0 0 1243 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 0.81 0.81 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.3 0.0 32.0 30.9 0.0 0.0 0.0 22.1 0.0 Incr Delay (d2), s/veh 0.3 0.0 66.4 17.2 0.3 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 2.2 0.0 21.0 5.9 0.1 0.0 0.0 2.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.6 0.0 98.4 48.1 0.3 0.0 0.0 22.6 0.0 LnGrp LOS C A F D A A A C Approach Vol, veh/h 698 830 320 A Approach Delay, s/veh 84.0 15.4 22.6 Approach LOS F B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 20.8 38.2 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 15.3 8.1 33.0 Green Ext Time (p_c), s 6.2 0.5 2.6 0.0 Intersection Summary HCM 6th Ctrl Delay 42.6 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 263 22 187 0 0 0 0 561 350 217 226 0 Future Volume (vph) 263 22 187 0 0 0 0 561 350 217 226 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 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? 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: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - AM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 263 22 187 0 0 0 0 561 350 217 226 0 Future Volume (veh/h) 263 22 187 0 0 0 0 561 350 217 226 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 263 22 187 0 561 350 217 226 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 Cap, veh/h 346 29 332 0 1245 776 441 1308 0 Arrive On Green 0.21 0.21 0.21 0.00 0.58 0.58 0.11 1.00 0.00 Sat Flow, veh/h 1676 140 1610 0 2229 1331 1810 1900 0 Grp Volume(v), veh/h 285 0 187 0 474 437 217 226 0 Grp Sat Flow(s),veh/h/ln 1816 0 1610 0 1805 1660 1810 1900 0 Q Serve(g_s), s 14.0 0.0 9.9 0.0 14.1 14.1 4.9 0.0 0.0 Cycle Q Clear(g_c), s 14.0 0.0 9.9 0.0 14.1 14.1 4.9 0.0 0.0 Prop In Lane 0.92 1.00 0.00 0.80 1.00 0.00 Lane Grp Cap(c), veh/h 374 0 332 0 1053 969 441 1308 0 V/C Ratio(X) 0.76 0.00 0.56 0.00 0.45 0.45 0.49 0.17 0.00 Avail Cap(c_a), veh/h 765 0 678 0 1053 969 441 1308 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 0.94 0.94 0.00 Uniform Delay (d), s/veh 35.5 0.0 33.9 0.0 11.2 11.2 8.0 0.0 0.0 Incr Delay (d2), s/veh 4.5 0.0 2.1 0.0 1.4 1.5 1.0 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 6.6 0.0 4.0 0.0 5.5 5.1 1.5 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.0 0.0 36.0 0.0 12.6 12.7 9.0 0.3 0.0 LnGrp LOS D A D A B B A A A Approach Vol, veh/h 472 911 443 Approach Delay, s/veh 38.4 12.6 4.5 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 24.6 70.4 10.0 60.4 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 16.0 2.0 6.9 16.1 Green Ext Time (p_c), s 3.5 2.0 0.0 7.8 Intersection Summary HCM 6th Ctrl Delay 17.3 HCM 6th LOS B Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 116 1105 39 335 1590 157 67 167 300 330 240 137 Future Volume (vph) 116 1105 39 335 1590 157 67 167 300 330 240 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 0 260 0 300 0 300 0 Storage Lanes 2 0 2 0 1 1 2 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 249 529 324 292 Travel Time (s) 4.9 12.0 7.4 6.6 Confl. Peds. (#/hr) 12 15 18 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 5% 1% 0% 2% 1% 3% 0% 6% 1% 4% 5% 3% Shared Lane Traffic (%) Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 28.5 10.5 30.5 9.5 31.5 10.5 9.5 31.5 Total Split (s) 15.0 55.0 29.0 69.0 15.0 38.4 29.0 27.6 51.0 Total Split (%) 10.0% 36.7% 19.3% 46.0% 10.0% 25.6% 19.3% 18.4% 34.0% Yellow Time (s) 3.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 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) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Splits and Phases: 1: 23rd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 116 1105 39 335 1590 157 67 167 300 330 240 137 Future Volume (vph) 116 1105 39 335 1590 157 67 167 300 330 240 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.95 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3335 5105 3433 5057 1805 1792 1564 3367 1696 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3335 5105 3433 5057 1805 1792 1564 3367 1696 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 121 1151 41 349 1656 164 70 174 312 344 250 143 RTOR Reduction (vph) 0 2 0 0 7 0 0 0 58 0 15 0 Lane Group Flow (vph) 121 1190 0 349 1813 0 70 174 255 344 378 0 Confl. Peds. (#/hr) 12 15 18 Heavy Vehicles (%) 5% 1% 0% 2% 1% 3% 0% 6% 1% 4% 5% 3% Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 9.4 64.7 19.3 74.6 7.9 26.7 46.0 19.3 38.1 Effective Green, g (s) 9.4 64.7 19.3 74.6 7.9 26.7 46.0 19.3 38.1 Actuated g/C Ratio 0.06 0.43 0.13 0.50 0.05 0.18 0.31 0.13 0.25 Clearance Time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 208 2201 441 2515 95 318 536 433 430 v/s Ratio Prot 0.04 0.23 c0.10 c0.36 0.04 0.10 0.06 c0.10 c0.22 v/s Ratio Perm 0.10 v/c Ratio 0.58 0.54 0.79 0.72 0.74 0.55 0.48 0.79 0.88 Uniform Delay, d1 68.4 31.6 63.4 29.5 70.0 56.1 42.2 63.4 53.7 Progression Factor 1.00 1.00 1.22 0.86 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 1.0 6.6 1.3 22.3 1.0 0.2 9.1 17.6 Delay (s) 71.0 32.6 84.0 26.9 92.3 57.2 42.4 72.5 71.4 Level of Service E C F C F E D E E Approach Delay (s) 36.1 36.1 53.3 71.9 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 43.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 80.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 1615 17 30 1995 230 18 6 63 143 2 62 Future Volume (vph) 66 1615 17 30 1995 230 18 6 63 143 2 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 175 0 185 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 529 440 242 199 Travel Time (s) 10.3 10.0 5.5 4.5 Confl. Peds. (#/hr) 4 2 2 4 17 17 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 6% 0% 10% 1% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Detector Phase 5 2 1 6 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 29.0 9.0 29.0 9.0 29.0 Total Split (s) 14.0 96.0 10.0 92.0 10.0 29.0 15.0 34.0 Total Split (%) 9.3% 64.0% 6.7% 61.3% 6.7% 19.3% 10.0% 22.7% Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 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 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 2: 25th Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 1615 17 30 1995 230 18 6 63 143 2 62 Future Volume (vph) 66 1615 17 30 1995 230 18 6 63 143 2 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 0.86 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 5077 1805 5044 1670 1501 1787 1557 Flt Permitted 0.04 1.00 0.10 1.00 0.71 1.00 0.51 1.00 Satd. Flow (perm) 75 5077 197 5044 1254 1501 959 1557 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 69 1700 18 32 2100 242 19 6 66 151 2 65 RTOR Reduction (vph) 0 1 0 0 8 0 0 59 0 0 55 0 Lane Group Flow (vph) 69 1717 0 32 2334 0 19 13 0 151 12 0 Confl. Peds. (#/hr) 4 2 2 4 17 17 Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 6% 0% 10% 1% 0% 0% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 107.3 100.7 102.1 98.1 19.4 15.8 31.3 23.7 Effective Green, g (s) 107.3 100.7 102.1 98.1 19.4 15.8 31.3 23.7 Actuated g/C Ratio 0.72 0.67 0.68 0.65 0.13 0.11 0.21 0.16 Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 129 3408 176 3298 172 158 263 246 v/s Ratio Prot c0.02 0.34 0.00 c0.46 0.00 0.01 c0.04 0.01 v/s Ratio Perm 0.35 0.12 0.01 c0.08 v/c Ratio 0.53 0.50 0.18 0.71 0.11 0.08 0.57 0.05 Uniform Delay, d1 19.9 12.2 9.2 16.7 57.5 60.6 51.4 53.6 Progression Factor 2.18 0.39 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 0.4 0.5 1.3 0.3 0.2 3.0 0.1 Delay (s) 47.0 5.2 9.7 18.0 57.8 60.8 54.4 53.7 Level of Service D A A B E E D D Approach Delay (s) 6.8 17.9 60.2 54.2 Approach LOS A B E D Intersection Summary HCM 2000 Control Delay 16.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 76.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1373 322 159 1328 0 0 0 0 508 1 990 Future Volume (vph) 0 1373 322 159 1328 0 0 0 0 508 1 990 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) 440 1090 747 744 Travel Time (s) 8.6 21.2 14.6 14.5 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 1% 2% 1% 1% 0% 0% 0% 0% 2% 0% 1% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Split NA custom Protected Phases 2 1 6 4 4 5 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 5 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 5.0 Minimum Split (s) 16.3 16.3 15.5 48.3 36.9 36.9 10.9 Total Split (s) 100.0 100.0 20.0 100.0 40.0 40.0 20.0 Total Split (%) 62.5% 62.5% 12.5% 62.5% 25.0% 25.0% 12.5% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1373 322 159 1328 0 0 0 0 508 1 990 Future Volume (veh/h) 0 1373 322 159 1328 0 0 0 0 508 1 990 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1885 1870 1885 1885 0 1870 1900 1885 Adj Flow Rate, veh/h 0 1373 322 159 1328 0 509 0 990 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 1 2 1 1 0 2 0 1 Cap, veh/h 0 2195 971 180 2545 0 759 0 1021 Arrive On Green 0.00 0.61 0.61 0.08 0.95 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 3676 1584 1795 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1373 322 159 1328 0 509 0 990 Grp Sat Flow(s),veh/h/ln 0 1791 1584 1795 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 38.5 15.8 8.1 6.4 0.0 21.0 0.0 32.8 Cycle Q Clear(g_c), s 0.0 38.5 15.8 8.1 6.4 0.0 21.0 0.0 32.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2195 971 180 2545 0 759 0 1021 V/C Ratio(X) 0.00 0.63 0.33 0.88 0.52 0.00 0.67 0.00 0.97 Avail Cap(c_a), veh/h 0 2195 971 228 2545 0 759 0 1021 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.86 0.86 0.75 0.75 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 19.5 15.1 54.9 1.4 0.0 57.8 0.0 62.4 Incr Delay (d2), s/veh 0.0 1.2 0.8 20.2 0.6 0.0 2.3 0.0 21.0 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 0.0 16.1 5.9 7.3 1.5 0.0 9.7 0.0 28.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 20.6 15.9 75.1 2.0 0.0 60.1 0.0 83.4 LnGrp LOS A C B E A A E A F Approach Vol, veh/h 1695 1487 1499 Approach Delay, s/veh 19.7 9.8 75.5 Approach LOS B A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 15.7 104.3 40.0 120.0 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s14.5 93.7 34.1 93.7 Max Q Clear Time (g_c+I1), s10.1 40.5 34.8 8.4 Green Ext Time (p_c), s 0.1 21.9 0.0 18.9 Intersection Summary HCM 6th Ctrl Delay 34.4 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 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1609 302 0 1041 286 418 0 239 0 0 0 Future Volume (vph) 0 1609 302 0 1041 286 418 0 239 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 715 781 805 Travel Time (s) 21.2 13.9 15.2 15.7 Confl. Peds. (#/hr) 5 2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 2% 3% 0% 1% 1% 2% 0% 1% 0% 0% 0% Shared Lane Traffic (%) 18% Turn Type NA NA Split NA Protected Phases 2 6 4 4 Permitted Phases Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 115.0 115.0 45.0 45.0 Total Split (%) 71.9% 71.9% 28.1% 28.1% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 63 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1609 302 0 1041 286 418 0 239 0 0 0 Future Volume (veh/h) 0 1609 302 0 1041 286 418 0 239 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1870 0 1885 1885 1870 1900 1870 Adj Flow Rate, veh/h 0 1609 302 0 1041 0 328 125 239 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 2 0 1 1 2 0 2 Cap, veh/h 0 2079 379 0 2481 412 135 257 Arrive On Green 0.00 1.00 1.00 0.00 0.69 0.00 0.23 0.23 0.23 Sat Flow, veh/h 0 3095 547 0 3770 0 1781 582 1114 Grp Volume(v), veh/h 0 933 978 0 1041 0 328 0 364 Grp Sat Flow(s),veh/h/ln 0 1777 1772 0 1791 0 1781 0 1696 Q Serve(g_s), s 0.0 0.0 0.0 0.0 20.1 0.0 27.8 0.0 33.6 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 20.1 0.0 27.8 0.0 33.6 Prop In Lane 0.00 0.31 0.00 0.00 1.00 0.66 Lane Grp Cap(c), veh/h 0 1231 1227 0 2481 412 0 392 V/C Ratio(X) 0.00 0.76 0.80 0.00 0.42 0.80 0.00 0.93 Avail Cap(c_a), veh/h 0 1231 1227 0 2481 435 0 414 HCM Platoon Ratio 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.72 0.72 0.00 0.85 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 10.7 0.0 58.0 0.0 60.2 Incr Delay (d2), s/veh 0.0 3.2 4.0 0.0 0.4 0.0 9.8 0.0 26.8 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 1.1 1.4 0.0 7.9 0.0 13.6 0.0 17.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 3.2 4.0 0.0 11.1 0.0 67.8 0.0 87.0 LnGrp LOS A A A A B E A F Approach Vol, veh/h 1911 1041 A 692 Approach Delay, s/veh 3.6 11.1 77.9 Approach LOS A B E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 117.1 42.9 117.1 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 108.7 39.1 108.7 Max Q Clear Time (g_c+I1), s 2.0 35.6 22.1 Green Ext Time (p_c), s 44.2 1.4 12.2 Intersection Summary HCM 6th Ctrl Delay 19.8 HCM 6th LOS B 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 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1767 65 18 1081 0 240 0 147 0 0 0 Future Volume (vph) 5 1767 65 18 1081 0 240 0 147 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) 715 865 286 269 Travel Time (s) 13.9 16.9 7.8 7.3 Confl. Peds. (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 3% 0% 1% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 10.0 88.0 88.0 22.0 100.0 30.0 40.0 10.0 10.0 Total Split (%) 6.7% 58.7% 58.7% 14.7% 66.7% 20.0% 26.7% 6.7% 6.7% 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: 150 Actuated Cycle Length: 92 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1767 65 18 1081 0 240 0 147 0 0 0 Future Volume (vph) 5 1767 65 18 1081 0 240 0 147 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 3539 1568 1805 3574 1805 1594 Flt Permitted 0.20 1.00 1.00 0.07 1.00 0.95 1.00 Satd. Flow (perm) 381 3539 1568 127 3574 1805 1594 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 5 1860 68 19 1138 0 253 0 155 0 0 0 RTOR Reduction (vph) 0 0 26 0 0 0 0 121 0 0 0 0 Lane Group Flow (vph) 5 1860 42 19 1138 0 253 34 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 Heavy Vehicles (%) 0% 2% 3% 0% 1% 0% 0% 0% 0% 0% 0% 0% 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 Actuated Green, G (s) 59.0 58.1 58.1 61.6 59.9 20.8 20.8 Effective Green, g (s) 59.0 58.1 58.1 61.6 59.9 20.8 20.8 Actuated g/C Ratio 0.62 0.61 0.61 0.65 0.63 0.22 0.22 Clearance Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 Vehicle Extension (s) 5.0 1.0 1.0 1.5 5.0 1.5 2.5 Lane Grp Cap (vph) 251 2173 963 112 2263 396 350 v/s Ratio Prot 0.00 c0.53 c0.00 0.32 c0.14 0.02 v/s Ratio Perm 0.01 0.03 0.11 v/c Ratio 0.02 0.86 0.04 0.17 0.50 0.64 0.10 Uniform Delay, d1 7.4 14.8 7.2 15.3 9.3 33.5 29.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.4 0.0 0.3 0.4 2.5 0.1 Delay (s) 7.5 18.3 7.2 15.5 9.7 36.0 29.5 Level of Service A B A B A D C Approach Delay (s) 17.8 9.8 33.5 0.0 Approach LOS B A C A Intersection Summary HCM 2000 Control Delay 17.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 94.6 Sum of lost time (s) 18.0 Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1737 141 220 939 134 267 Future Volume (vph) 1737 141 220 939 134 267 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) 865 470 1111 Travel Time (s) 16.9 9.2 21.6 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 1% 4% 1% 3% 1% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 93.0 93.0 15.0 108.0 32.0 32.0 Total Split (%) 66.4% 66.4% 10.7% 77.1% 22.9% 22.9% 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: 140 Actuated Cycle Length: 140 Offset: 70 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & S 320th St HCM Signalized Intersection Capacity Analysis 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1737 141 220 939 134 267 Future Volume (vph) 1737 141 220 939 134 267 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 0.91 Frt 1.00 0.85 1.00 1.00 0.93 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3539 1599 1736 3574 3262 1455 Flt Permitted 1.00 1.00 0.09 1.00 0.98 1.00 Satd. Flow (perm) 3539 1599 157 3574 3262 1455 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 1809 147 229 978 140 278 RTOR Reduction (vph) 0 30 0 0 121 121 Lane Group Flow (vph) 1809 117 229 978 158 18 Heavy Vehicles (%) 2% 1% 4% 1% 3% 1% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Actuated Green, G (s) 104.5 104.5 119.5 119.5 10.5 10.5 Effective Green, g (s) 104.5 104.5 119.5 119.5 10.5 10.5 Actuated g/C Ratio 0.75 0.75 0.85 0.85 0.08 0.08 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.5 2.5 1.5 2.5 1.5 1.5 Lane Grp Cap (vph) 2641 1193 246 3050 244 109 v/s Ratio Prot 0.51 c0.07 0.27 c0.05 v/s Ratio Perm 0.07 c0.72 0.01 v/c Ratio 0.68 0.10 0.93 0.32 0.65 0.16 Uniform Delay, d1 9.2 4.9 27.6 2.1 62.9 60.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.5 0.2 38.5 0.3 4.4 0.3 Delay (s) 10.7 5.0 66.1 2.3 67.3 60.9 Level of Service B A E A E E Approach Delay (s) 10.3 14.4 65.2 Approach LOS B B E Intersection Summary HCM 2000 Control Delay 18.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.92 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 79.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2022 Without Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection East North West LOS A A A A Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:19:22 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - 32nd Ave S & S 323rd St.sip8 LANE SUMMARY Site: 7 [2022 Without Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 % % East: S 323rd St Lane 1d 52 0.0 1301 0.040 100 3.1 LOS A 0.2 4.3 Full 1600 0.0 0.0 Approach 52 0.0 0.040 3.1 LOS A 0.2 4.3 North: 32nd Ave S Lane 1d 129 1.0 1361 0.095 100 3.4 LOS A 0.4 10.9 Full 1600 0.0 0.0 Approach 129 1.0 0.095 3.4 LOS A 0.4 10.9 West: Driveway Lane 1d 100 0.0 1219 0.082 100 3.6 LOS A 0.4 9.1 Full 1600 0.0 0.0 Approach 100 0.0 0.082 3.6 LOS A 0.4 9.1 Intersection 281 0.5 0.095 3.4 LOS A 0.4 10.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:19:22 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - 32nd Ave S & S 323rd St.sip8 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 9 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 12 166 13 366 352 10 Future Volume (vph) 12 166 13 366 352 10 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) 592 295 1111 Travel Time (s) 16.1 8.0 21.6 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 1% 0% 1% 2% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 10 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 12 166 13 366 352 10 Future Volume (Veh/h) 12 166 13 366 352 10 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 13 178 14 394 378 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1111 pX, platoon unblocked vC, conflicting volume 800 378 389 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 800 378 389 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 96 73 99 cM capacity (veh/h) 353 671 1181 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 13 178 14 394 378 11 Volume Left 13 0 14 0 0 0 Volume Right 0 178 0 0 0 11 cSH 353 671 1181 1700 1700 1700 Volume to Capacity 0.04 0.27 0.01 0.23 0.22 0.01 Queue Length 95th (ft) 3 27 1 0 0 0 Control Delay (s) 15.6 12.3 8.1 0.0 0.0 0.0 Lane LOS C B A Approach Delay (s) 12.5 0.3 0.0 Approach LOS B Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 35.5% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2022 Without Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West LOS A B 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:32:38 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG LANE SUMMARY Site: 9 [2022 Without Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 837 1.7 1333 0.628 100 10.8 LOS B 5.8 148.1 Full 1600 0.0 0.0 Lane 2 112 1.5 888 0.126 100 3.1 LOS A 0.6 16.4 Full 1600 0.0 0.0 Approach 949 1.7 0.628 9.9 LOS A 5.8 148.1 NorthEast: Weyerhaeuser Way S Lane 1 265 1.2 590 0.449 100 15.7 LOS B 3.3 83.0 Full 1600 0.0 0.0 Lane 2d 313 2.3 668 0.468 100 8.7 LOS A 3.7 94.3 Full 1600 0.0 0.0 Approach 578 1.8 0.468 11.9 LOS B 3.7 94.3 West: S 336th St Lane 1 275 0.4 1026 0.268 100 10.4 LOS B 1.7 42.3 Full 1600 0.0 0.0 Lane 2d 583 1.8 1299 0.448 100 5.0 LOS A 3.5 89.9 Full 1600 0.0 0.0 Approach 858 1.4 0.448 6.7 LOS A 3.5 89.9 Intersection 2385 1.6 0.628 9.2 LOS A 5.8 148.1 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:32:38 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2022 Without Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:24:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG LANE SUMMARY Site: 10 [2022 Without Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1d 560 1.0 1117 0.501 100 6.3 LOS A 3.3 82.9 Full 1600 0.0 0.0 Lane 2 555 1.9 1107 0.501 100 4.2 LOS A 3.3 83.3 Full 1600 0.0 0.0 Approach 1115 1.5 0.501 5.2 LOS A 3.3 83.3 NorthEast: 33rd Pl S Lane 1d 120 3.5 541 0.223 100 7.5 LOS A 0.9 22.4 Full 1600 0.0 0.0 Approach 120 3.5 0.223 7.5 LOS A 0.9 22.4 NorthWest: Weyerhaeuser Way S Lane 1d 568 1.0 1083 0.524 100 6.2 LOS A 3.3 84.4 Full 1600 0.0 0.0 Lane 2 565 1.4 1078 0.524 100 4.5 LOS A 3.3 84.6 Full 1600 0.0 0.0 Approach 1133 1.2 0.524 5.3 LOS A 3.3 84.6 Intersection 2369 1.4 0.524 5.4 LOS A 3.3 84.6 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:24:32 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 412 19 708 195 334 0 0 862 312 Future Volume (vph) 0 0 0 412 19 708 195 334 0 0 862 312 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 2% 0% 1% 1% 1% 0% 0% 1% 1% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 36.9 36.9 36.9 10.5 29.9 25.9 Total Split (s) 45.9 45.9 45.9 40.5 45.9 45.9 Total Split (%) 34.7% 34.7% 34.7% 30.6% 34.7% 34.7% Yellow Time (s) 3.9 3.9 3.9 3.5 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.5 5.9 5.9 Lead/Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None None Min Min Intersection Summary Area Type: Other Cycle Length: 132.3 Actuated Cycle Length: 116.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 412 19 708 195 334 0 0 862 312 Future Volume (veh/h) 0 0 0 412 19 708 195 334 0 0 862 312 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 412 19 708 195 334 0 0 862 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 1 0 1 1 1 0 0 1 1 Cap, veh/h 678 31 625 239 1767 0 0 1098 Arrive On Green 0.39 0.39 0.39 0.13 0.49 0.00 0.00 0.31 0.00 Sat Flow, veh/h 1733 80 1598 1795 3676 0 0 3770 0 Grp Volume(v), veh/h 431 0 708 195 334 0 0 862 0 Grp Sat Flow(s),veh/h/ln 1813 0 1598 1795 1791 0 0 1791 0 Q Serve(g_s), s 19.4 0.0 40.0 10.8 5.3 0.0 0.0 22.5 0.0 Cycle Q Clear(g_c), s 19.4 0.0 40.0 10.8 5.3 0.0 0.0 22.5 0.0 Prop In Lane 0.96 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 710 0 625 239 1767 0 0 1098 V/C Ratio(X) 0.61 0.00 1.13 0.82 0.19 0.00 0.00 0.79 Avail Cap(c_a), veh/h 710 0 625 615 1767 0 0 1402 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 24.8 0.0 31.1 43.1 14.5 0.0 0.0 32.4 0.0 Incr Delay (d2), s/veh 1.8 0.0 78.4 9.3 0.1 0.0 0.0 2.7 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 8.5 0.0 28.4 5.3 2.1 0.0 0.0 9.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.6 0.0 109.5 52.4 14.5 0.0 0.0 35.1 0.0 LnGrp LOS C A F D B A A D Approach Vol, veh/h 1139 529 862 A Approach Delay, s/veh 78.1 28.5 35.1 Approach LOS E C D Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 56.3 19.1 37.2 45.9 Change Period (Y+Rc), s 5.9 5.5 5.9 5.9 Max Green Setting (Gmax), s 40.0 35.0 40.0 40.0 Max Q Clear Time (g_c+I1), s 7.3 12.8 24.5 42.0 Green Ext Time (p_c), s 3.2 0.8 6.9 0.0 Intersection Summary HCM 6th Ctrl Delay 53.1 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 132 2 577 0 0 0 0 413 187 502 767 0 Future Volume (vph) 132 2 577 0 0 0 0 413 187 502 767 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Confl. Peds. (#/hr) 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 1% 0% 2% 0% 0% 0% 0% 1% 2% 1% 1% 0% 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) 35.9 35.9 35.9 22.9 10.5 26.9 Total Split (s) 50.9 50.9 50.9 45.9 25.5 45.9 Total Split (%) 41.6% 41.6% 41.6% 37.5% 20.9% 37.5% Yellow Time (s) 3.9 3.9 3.9 3.9 3.5 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.5 5.9 Lead/Lag Lag Lead Lead-Lag Optimize? Recall Mode None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 122.3 Actuated Cycle Length: 96.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - PM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 132 2 577 0 0 0 0 413 187 502 767 0 Future Volume (veh/h) 132 2 577 0 0 0 0 413 187 502 767 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1900 1870 0 1885 1885 1885 1885 0 Adj Flow Rate, veh/h 132 2 577 0 413 187 502 767 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 0 2 0 1 1 1 1 0 Cap, veh/h 705 11 627 0 559 250 489 918 0 Arrive On Green 0.40 0.40 0.40 0.00 0.23 0.23 0.20 0.49 0.00 Sat Flow, veh/h 1784 27 1585 0 2500 1077 1795 1885 0 Grp Volume(v), veh/h 134 0 577 0 306 294 502 767 0 Grp Sat Flow(s),veh/h/ln 1811 0 1585 0 1791 1691 1795 1885 0 Q Serve(g_s), s 4.8 0.0 34.7 0.0 15.9 16.2 20.0 35.3 0.0 Cycle Q Clear(g_c), s 4.8 0.0 34.7 0.0 15.9 16.2 20.0 35.3 0.0 Prop In Lane 0.99 1.00 0.00 0.64 1.00 0.00 Lane Grp Cap(c), veh/h 716 0 627 0 416 393 489 918 0 V/C Ratio(X) 0.19 0.00 0.92 0.00 0.74 0.75 1.03 0.84 0.00 Avail Cap(c_a), veh/h 813 0 711 0 715 675 489 918 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 19.8 0.0 28.8 0.0 35.6 35.7 23.8 22.3 0.0 Incr Delay (d2), s/veh 0.2 0.0 16.7 0.0 3.6 4.0 47.8 7.0 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 %ile BackOfQ(50%),veh/ln 2.1 0.0 15.6 0.0 7.2 6.9 14.6 16.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.0 0.0 45.6 0.0 39.2 39.7 71.6 29.3 0.0 LnGrp LOS B A D A D D F C A Approach Vol, veh/h 711 600 1269 Approach Delay, s/veh 40.7 39.5 46.0 Approach LOS D D D Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 45.5 54.7 25.5 29.2 Change Period (Y+Rc), s 5.9 5.9 5.5 5.9 Max Green Setting (Gmax), s 45.0 40.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 36.7 37.3 22.0 18.2 Green Ext Time (p_c), s 2.9 1.6 0.0 5.1 Intersection Summary HCM 6th Ctrl Delay 43.0 HCM 6th LOS D Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - SAT PM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 2 15 4 183 174 3 Future Volume (vph) 2 15 4 183 174 3 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 0.91 0.91 0.91 0.91 0.91 0.91 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 Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - SAT PM Peak Hour Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 15 4 183 174 3 Future Volume (Veh/h) 2 15 4 183 174 3 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 2 16 4 201 191 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 400 191 194 vC1, stage 1 conf vol 191 vC2, stage 2 conf vol 209 vCu, unblocked vol 400 191 194 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 100 cM capacity (veh/h) 742 856 1391 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 2 16 4 201 191 3 Volume Left 2 0 4 0 0 0 Volume Right 0 16 0 0 0 3 cSH 742 856 1391 1700 1700 1700 Volume to Capacity 0.00 0.02 0.00 0.12 0.11 0.00 Queue Length 95th (ft) 0 1 0 0 0 0 Control Delay (s) 9.9 9.3 7.6 0.0 0.0 0.0 Lane LOS A A A Approach Delay (s) 9.4 0.1 0.0 Approach LOS A Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 19.6% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2022 Without Project - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:42:48 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG LANE SUMMARY Site: 9 [2022 Without Project - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 353 0.7 1506 0.235 100 9.3 LOS A 1.3 33.0 Full 1600 0.0 0.0 Lane 2 72 1.9 1005 0.071 100 2.2 LOS A 0.3 8.3 Full 1600 0.0 0.0 Approach 425 0.9 0.235 8.1 LOS A 1.3 33.0 NorthEast: Weyerhaeuser Way S Lane 1 67 0.0 880 0.076 100 10.7 LOS B 0.3 7.9 Full 1600 0.0 0.0 Lane 2d 153 1.6 1119 0.137 100 3.7 LOS A 0.6 15.8 Full 1600 0.0 0.0 Approach 220 1.1 0.137 5.8 LOS A 0.6 15.8 West: S 336th St Lane 1 139 0.0 1309 0.106 100 9.1 LOS A 0.5 13.6 Full 1600 0.0 0.0 Lane 2d 255 1.5 1560 0.163 100 3.8 LOS A 0.9 23.0 Full 1600 0.0 0.0 Approach 393 1.0 0.163 5.7 LOS A 0.9 23.0 Intersection 1039 1.0 0.235 6.7 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:42:48 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG Federal Way - Sat PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2022 Without Project - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:37:30 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG LANE SUMMARY Site: 10 [2022 Without Project - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1d 250 0.8 1225 0.204 100 4.7 LOS A 0.9 22.4 Full 1600 0.0 0.0 Lane 2 248 1.7 1213 0.204 100 3.5 LOS A 0.9 22.5 Full 1600 0.0 0.0 Approach 498 1.3 0.204 4.1 LOS A 0.9 22.5 NorthEast: 33rd Pl S Lane 1d 104 0.0 840 0.124 100 5.6 LOS A 0.4 11.1 Full 1600 0.0 0.0 Approach 104 0.0 0.124 5.6 LOS A 0.4 11.1 NorthWest: Weyerhaeuser Way S Lane 1 196 0.9 1181 0.166 100 5.1 LOS A 0.7 17.6 Full 1600 0.0 0.0 Lane 2d 195 1.3 1176 0.166 100 3.5 LOS A 0.7 17.7 Full 1600 0.0 0.0 Approach 391 1.1 0.166 4.3 LOS A 0.7 17.7 Intersection 994 1.1 0.204 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:37:30 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG Federal Way - Sat PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - SAT PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 140 10 228 142 168 0 0 273 125 Future Volume (vph) 0 0 0 140 10 228 142 168 0 0 273 125 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 1% 0% 1% 1% 2% 0% 0% 1% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 45.0 45.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 36.0% 36.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None Min Min Min Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 50.4 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - SAT PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 140 10 228 142 168 0 0 273 125 Future Volume (veh/h) 0 0 0 140 10 228 142 168 0 0 273 125 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 1885 1870 0 0 1885 1885 Adj Flow Rate, veh/h 140 10 228 142 168 0 0 273 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 1 0 1 1 2 0 0 1 1 Cap, veh/h 418 30 394 262 1696 0 0 692 Arrive On Green 0.25 0.25 0.25 0.15 0.48 0.00 0.00 0.19 0.00 Sat Flow, veh/h 1694 121 1598 1795 3647 0 0 3770 0 Grp Volume(v), veh/h 150 0 228 142 168 0 0 273 0 Grp Sat Flow(s),veh/h/ln 1815 0 1598 1795 1777 0 0 1791 0 Q Serve(g_s), s 2.5 0.0 4.5 2.7 0.9 0.0 0.0 2.4 0.0 Cycle Q Clear(g_c), s 2.5 0.0 4.5 2.7 0.9 0.0 0.0 2.4 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 448 0 394 262 1696 0 0 692 V/C Ratio(X) 0.34 0.00 0.58 0.54 0.10 0.00 0.00 0.39 Avail Cap(c_a), veh/h 1754 0 1543 1734 3923 0 0 3954 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 11.2 0.0 12.0 14.3 5.2 0.0 0.0 12.8 0.0 Incr Delay (d2), s/veh 0.6 0.0 1.9 2.5 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 1.5 1.0 0.2 0.0 0.0 0.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.8 0.0 13.9 16.8 5.2 0.0 0.0 13.3 0.0 LnGrp LOS B A B B A A A B Approach Vol, veh/h 378 310 273 A Approach Delay, s/veh 13.1 10.5 13.3 Approach LOS B B B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 22.3 10.3 12.0 13.9 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 2.9 4.7 4.4 6.5 Green Ext Time (p_c), s 1.5 0.6 2.6 2.6 Intersection Summary HCM 6th Ctrl Delay 12.3 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - SAT PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 98 3 210 0 0 0 0 210 145 169 245 0 Future Volume (vph) 98 3 210 0 0 0 0 210 145 169 245 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 3% 0% 1% 0% 0% 0% 0% 1% 1% 1% 1% 0% 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? Recall Mode None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 41.5 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 Without Project - SAT PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 98 3 210 0 0 0 0 210 145 169 245 0 Future Volume (veh/h) 98 3 210 0 0 0 0 210 145 169 245 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 0 1885 1885 1885 1885 0 Adj Flow Rate, veh/h 98 3 210 0 210 145 169 245 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 1 0 1 0 1 1 1 1 0 Cap, veh/h 392 12 356 0 493 325 562 932 0 Arrive On Green 0.22 0.22 0.22 0.00 0.24 0.24 0.11 0.49 0.00 Sat Flow, veh/h 1758 54 1598 0 2162 1363 1795 1885 0 Grp Volume(v), veh/h 101 0 210 0 181 174 169 245 0 Grp Sat Flow(s),veh/h/ln 1812 0 1598 0 1791 1640 1795 1885 0 Q Serve(g_s), s 1.6 0.0 4.2 0.0 3.0 3.2 2.2 2.7 0.0 Cycle Q Clear(g_c), s 1.6 0.0 4.2 0.0 3.0 3.2 2.2 2.7 0.0 Prop In Lane 0.97 1.00 0.00 0.83 1.00 0.00 Lane Grp Cap(c), veh/h 404 0 356 0 427 391 562 932 0 V/C Ratio(X) 0.25 0.00 0.59 0.00 0.42 0.45 0.30 0.26 0.00 Avail Cap(c_a), veh/h 2306 0 2033 0 2026 1855 1372 2132 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 12.3 0.0 11.4 11.5 7.3 5.2 0.0 Incr Delay (d2), s/veh 0.5 0.0 2.2 0.0 0.9 1.1 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 1.4 0.0 1.0 1.0 0.5 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.8 0.0 14.5 0.0 12.4 12.6 7.6 5.4 0.0 LnGrp LOS B A B A B B A A A Approach Vol, veh/h 311 355 414 Approach Delay, s/veh 13.6 12.5 6.3 Approach LOS B B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 12.9 22.5 9.0 13.4 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 6.2 4.7 4.2 5.2 Green Ext Time (p_c), s 2.1 2.1 0.5 3.2 Intersection Summary HCM 6th Ctrl Delay 10.4 HCM 6th LOS B Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA 2022 With-Project Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 1143 20 151 911 141 12 87 125 258 81 60 Future Volume (vph) 85 1143 20 151 911 141 12 87 125 258 81 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 0 260 0 300 0 300 0 Storage Lanes 2 0 2 0 1 1 2 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 631 564 591 660 Travel Time (s) 12.3 12.8 13.4 15.0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 11% 3% 0% 1% 4% 9% 0% 21% 2% 5% 12% 12% Shared Lane Traffic (%) Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 28.5 10.5 30.5 9.5 31.5 10.5 9.5 31.5 Total Split (s) 15.0 42.0 15.0 42.0 15.0 33.0 15.0 20.0 38.0 Total Split (%) 13.6% 38.2% 13.6% 38.2% 13.6% 30.0% 13.6% 18.2% 34.5% Yellow Time (s) 3.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 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) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 30 (27%), Referenced to phase 4:EBT and 8:WBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Splits and Phases: 1: 23rd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 1143 20 151 911 141 12 87 125 258 81 60 Future Volume (vph) 85 1143 20 151 911 141 12 87 125 258 81 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frt 1.00 1.00 1.00 0.98 1.00 1.00 0.85 1.00 0.94 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3155 5025 3467 4856 1805 1570 1583 3335 1588 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3155 5025 3467 4856 1805 1570 1583 3335 1588 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 89 1203 21 159 959 148 13 92 132 272 85 63 RTOR Reduction (vph) 0 1 0 0 13 0 0 0 93 0 27 0 Lane Group Flow (vph) 89 1223 0 159 1094 0 13 92 39 272 121 0 Heavy Vehicles (%) 11% 3% 0% 1% 4% 9% 0% 21% 2% 5% 12% 12% Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 6.5 56.2 9.4 59.1 2.5 11.2 20.6 13.2 21.9 Effective Green, g (s) 6.5 56.2 9.4 59.1 2.5 11.2 20.6 13.2 21.9 Actuated g/C Ratio 0.06 0.51 0.09 0.54 0.02 0.10 0.19 0.12 0.20 Clearance Time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 186 2567 296 2608 41 159 375 400 316 v/s Ratio Prot 0.03 c0.24 c0.05 c0.23 0.01 c0.06 0.01 c0.08 0.08 v/s Ratio Perm 0.02 v/c Ratio 0.48 0.48 0.54 0.42 0.32 0.58 0.10 0.68 0.38 Uniform Delay, d1 50.1 17.4 48.2 15.2 52.9 47.1 37.1 46.4 38.2 Progression Factor 1.00 1.00 1.27 0.33 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.6 0.9 0.5 1.6 3.1 0.0 3.8 0.3 Delay (s) 50.8 18.0 62.2 5.5 54.5 50.3 37.1 50.1 38.5 Level of Service D B E A D D D D D Approach Delay (s) 20.2 12.6 43.2 46.0 Approach LOS C B D D Intersection Summary HCM 2000 Control Delay 22.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.53 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 1477 31 80 1215 110 11 5 12 103 4 35 Future Volume (vph) 25 1477 31 80 1215 110 11 5 12 103 4 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 175 0 185 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 564 426 279 276 Travel Time (s) 11.0 9.7 6.3 6.3 Confl. Peds. (#/hr) 6 4 4 6 2 7 7 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 4% 3% 3% 1% 5% 2% 0% 0% 0% 1% 0% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Detector Phase 5 2 1 6 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 29.0 9.0 29.0 9.0 29.0 Total Split (s) 10.0 58.0 10.0 58.0 12.0 30.0 12.0 30.0 Total Split (%) 9.1% 52.7% 9.1% 52.7% 10.9% 27.3% 10.9% 27.3% Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 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 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 10 (9%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 2: 25th Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 25 1477 31 80 1215 110 11 5 12 103 4 35 Future Volume (vph) 25 1477 31 80 1215 110 11 5 12 103 4 35 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 1.00 0.89 1.00 0.86 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1735 5017 1787 4876 1802 1668 1780 1578 Flt Permitted 0.16 1.00 0.11 1.00 0.73 1.00 0.52 1.00 Satd. Flow (perm) 288 5017 209 4876 1385 1668 970 1578 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 26 1555 33 84 1279 116 12 5 13 108 4 37 RTOR Reduction (vph) 0 2 0 0 7 0 0 12 0 0 31 0 Lane Group Flow (vph) 26 1586 0 84 1388 0 12 6 0 108 10 0 Confl. Peds. (#/hr) 6 4 4 6 2 7 7 2 Heavy Vehicles (%) 4% 3% 3% 1% 5% 2% 0% 0% 0% 1% 0% 3% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 71.2 67.6 75.4 69.7 10.5 9.1 22.7 17.3 Effective Green, g (s) 71.2 67.6 75.4 69.7 10.5 9.1 22.7 17.3 Actuated g/C Ratio 0.65 0.61 0.69 0.63 0.10 0.08 0.21 0.16 Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 233 3083 225 3089 137 137 270 248 v/s Ratio Prot 0.00 c0.32 c0.02 0.28 0.00 0.00 c0.03 0.01 v/s Ratio Perm 0.07 0.24 0.01 c0.05 v/c Ratio 0.11 0.51 0.37 0.45 0.09 0.04 0.40 0.04 Uniform Delay, d1 7.3 12.0 7.7 10.3 45.3 46.4 37.0 39.3 Progression Factor 0.81 0.68 1.18 0.97 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.6 1.0 0.4 0.3 0.1 1.0 0.1 Delay (s) 6.1 8.7 10.0 10.5 45.6 46.6 37.9 39.4 Level of Service A A B B D D D D Approach Delay (s) 8.7 10.5 46.2 38.3 Approach LOS A B D D Intersection Summary HCM 2000 Control Delay 11.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.50 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 58.3% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1165 344 184 920 0 0 0 0 298 1 523 Future Volume (vph) 0 1165 344 184 920 0 0 0 0 298 1 523 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) 426 1090 747 744 Travel Time (s) 8.3 21.2 14.6 14.5 Confl. Peds. (#/hr) 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 3% 2% 4% 3% 0% 0% 0% 0% 3% 100% 4% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot NA Prot Protected Phases 2 1 6 7 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 7 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 5.0 10.0 10.0 Minimum Split (s) 15.0 15.0 10.0 49.0 10.0 40.0 40.0 Total Split (s) 45.0 45.0 30.0 75.0 35.0 35.0 35.0 Total Split (%) 40.9% 40.9% 27.3% 68.2% 31.8% 31.8% 31.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lag Lead Lead-Lag Optimize? 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: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1165 344 184 920 0 0 0 0 298 1 523 Future Volume (veh/h) 0 1165 344 184 920 0 0 0 0 298 1 523 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1856 1870 1841 1856 0 1856 418 1841 Adj Flow Rate, veh/h 0 1165 344 184 920 0 299 0 523 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 3 2 4 3 0 3 100 4 Cap, veh/h 0 2324 1045 381 2666 0 541 0 716 Arrive On Green 0.00 1.00 1.00 0.02 0.25 0.00 0.15 0.00 0.15 Sat Flow, veh/h 0 3618 1585 1753 3618 0 3534 0 4680 Grp Volume(v), veh/h 0 1165 344 184 920 0 299 0 523 Grp Sat Flow(s),veh/h/ln 0 1763 1585 1753 1763 0 1767 0 1560 Q Serve(g_s), s 0.0 0.0 0.0 3.4 23.6 0.0 8.6 0.0 11.7 Cycle Q Clear(g_c), s 0.0 0.0 0.0 3.4 23.6 0.0 8.6 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 2324 1045 381 2666 0 541 0 716 V/C Ratio(X) 0.00 0.50 0.33 0.48 0.35 0.00 0.55 0.00 0.73 Avail Cap(c_a), veh/h 0 2324 1045 689 2666 0 964 0 1276 HCM Platoon Ratio 1.00 2.00 2.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.87 0.87 0.79 0.79 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 4.7 18.9 0.0 43.1 0.0 44.4 Incr Delay (d2), s/veh 0.0 0.7 0.7 0.6 0.3 0.0 0.9 0.0 1.5 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 0.2 0.2 1.2 11.2 0.0 3.8 0.0 4.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.7 0.7 5.3 19.2 0.0 44.0 0.0 45.9 LnGrp LOS A A A A B A D A D Approach Vol, veh/h 1509 1104 822 Approach Delay, s/veh 0.7 16.9 45.2 Approach LOS A B D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 10.7 77.5 21.8 88.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+I1), s 5.4 2.0 13.7 25.6 Green Ext Time (p_c), s 0.3 15.7 3.1 9.6 Intersection Summary HCM 6th Ctrl Delay 16.5 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 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1027 411 0 720 329 412 2 557 0 0 0 Future Volume (vph) 0 1027 411 0 720 329 412 2 557 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) 2 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 4% 5% 0% 4% 6% 3% 0% 4% 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: 70 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1027 411 0 720 329 412 2 557 0 0 0 Future Volume (veh/h) 0 1027 411 0 720 329 412 2 557 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1841 1841 0 1841 1841 1856 1900 1856 Adj Flow Rate, veh/h 0 1027 411 0 720 0 412 2 557 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 4 4 0 4 4 3 0 3 Cap, veh/h 0 1537 606 0 2194 498 2 452 Arrive On Green 0.00 0.21 0.21 0.00 0.63 0.00 0.28 0.28 0.28 Sat Flow, veh/h 0 2542 965 0 3681 0 1767 6 1604 Grp Volume(v), veh/h 0 728 710 0 720 0 412 0 559 Grp Sat Flow(s),veh/h/ln 0 1749 1667 0 1749 0 1767 0 1609 Q Serve(g_s), s 0.0 42.1 43.2 0.0 10.6 0.0 24.0 0.0 31.0 Cycle Q Clear(g_c), s 0.0 42.1 43.2 0.0 10.6 0.0 24.0 0.0 31.0 Prop In Lane 0.00 0.58 0.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1097 1046 0 2194 498 0 454 V/C Ratio(X) 0.00 0.66 0.68 0.00 0.33 0.83 0.00 1.23 Avail Cap(c_a), veh/h 0 1097 1046 0 2194 498 0 454 HCM Platoon Ratio 1.00 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.71 0.71 0.00 0.95 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 33.0 33.4 0.0 9.6 0.0 37.0 0.0 39.5 Incr Delay (d2), s/veh 0.0 2.3 2.5 0.0 0.4 0.0 11.3 0.0 122.6 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 20.3 19.9 0.0 3.9 0.0 11.7 0.0 27.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 35.2 35.9 0.0 10.0 0.0 48.3 0.0 162.1 LnGrp LOS A D D A B D A F Approach Vol, veh/h 1438 720 A 971 Approach Delay, s/veh 35.6 10.0 113.8 Approach LOS D B F 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 45.2 12.6 33.0 Green Ext Time (p_c), s 13.3 7.0 0.0 Intersection Summary HCM 6th Ctrl Delay 54.0 HCM 6th LOS D 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 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 Future Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 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) 720 883 894 275 Travel Time (s) 14.0 17.2 24.4 7.5 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 4% 4% 0% 4% 0% 8% 0% 38% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 13.0 87.0 87.0 28.0 102.0 20.0 35.0 15.0 15.0 Total Split (%) 8.7% 58.0% 58.0% 18.7% 68.0% 13.3% 23.3% 10.0% 10.0% 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: 150 Actuated Cycle Length: 45.6 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 Future Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.86 0.86 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 3471 1553 1805 3471 1671 1186 1644 Flt Permitted 0.27 1.00 1.00 0.15 1.00 0.95 1.00 1.00 Satd. Flow (perm) 518 3471 1553 293 3471 1671 1186 1644 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 1121 577 101 1051 0 41 1 17 0 0 1 RTOR Reduction (vph) 0 0 269 0 0 0 0 15 0 0 1 0 Lane Group Flow (vph) 4 1121 308 101 1051 0 41 3 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 4% 4% 0% 4% 0% 8% 0% 38% 0% 0% 0% Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Actuated Green, G (s) 30.3 29.5 29.5 39.8 35.0 2.0 6.5 0.5 Effective Green, g (s) 30.3 29.5 29.5 39.8 35.0 2.0 6.5 0.5 Actuated g/C Ratio 0.55 0.53 0.53 0.72 0.63 0.04 0.12 0.01 Clearance Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 4.0 Vehicle Extension (s) 5.0 1.0 1.0 1.5 5.0 1.5 2.5 2.5 Lane Grp Cap (vph) 302 1851 828 355 2196 60 139 14 v/s Ratio Prot 0.00 c0.32 c0.03 c0.30 c0.02 0.00 c0.00 v/s Ratio Perm 0.01 0.20 0.18 v/c Ratio 0.01 0.61 0.37 0.28 0.48 0.68 0.02 0.00 Uniform Delay, d1 5.7 8.9 7.5 4.4 5.3 26.3 21.6 27.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.4 0.1 0.2 0.3 22.6 0.0 0.0 Delay (s) 5.7 9.3 7.6 4.6 5.7 48.9 21.6 27.2 Level of Service A A A A A D C C Approach Delay (s) 8.7 5.6 40.6 27.2 Approach LOS A A D C Intersection Summary HCM 2000 Control Delay 8.1 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 55.3 Sum of lost time (s) 18.0 Intersection Capacity Utilization 55.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 865 218 413 959 78 171 Future Volume (vph) 865 218 413 959 78 171 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 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 3% 4% 5% 5% 3% 6% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 63.0 63.0 15.0 78.0 32.0 32.0 Total Split (%) 57.3% 57.3% 13.6% 70.9% 29.1% 29.1% Yellow Time (s) 4.0 4.0 4.0 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: 6: Weyerhaeuser Way S & S 320th St HCM Signalized Intersection Capacity Analysis 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 865 218 413 959 78 171 Future Volume (vph) 865 218 413 959 78 171 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 0.91 Frpb, ped/bikes 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.92 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3505 1519 1719 3438 3173 1386 Flt Permitted 1.00 1.00 0.29 1.00 0.98 1.00 Satd. Flow (perm) 3505 1519 521 3438 3173 1386 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 911 229 435 1009 82 180 RTOR Reduction (vph) 0 67 0 0 84 84 Lane Group Flow (vph) 911 162 435 1009 88 6 Confl. Peds. (#/hr) 1 1 Heavy Vehicles (%) 3% 4% 5% 5% 3% 6% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Actuated Green, G (s) 77.8 77.8 92.8 92.8 7.2 7.2 Effective Green, g (s) 77.8 77.8 92.8 92.8 7.2 7.2 Actuated g/C Ratio 0.71 0.71 0.84 0.84 0.07 0.07 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.5 2.5 1.5 2.5 1.5 1.5 Lane Grp Cap (vph) 2478 1074 548 2900 207 90 v/s Ratio Prot 0.26 c0.07 0.29 c0.03 v/s Ratio Perm 0.11 c0.60 0.00 v/c Ratio 0.37 0.15 0.79 0.35 0.42 0.07 Uniform Delay, d1 6.4 5.3 11.2 1.9 49.4 48.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.3 7.3 0.3 0.5 0.1 Delay (s) 6.8 5.6 18.5 2.2 49.9 48.4 Level of Service A A B A D D Approach Delay (s) 6.5 7.1 49.4 Approach LOS A A D Intersection Summary HCM 2000 Control Delay 10.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 63.5% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2022 With Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection East North West LOS A A A A Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:36:03 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - 32nd Ave S & S 323rd St.sip8 LANE SUMMARY Site: 7 [2022 With Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 % % East: S 323rd St Lane 1d 182 3.6 1306 0.139 100 3.9 LOS A 0.6 16.7 Full 1600 0.0 0.0 Approach 182 3.6 0.139 3.9 LOS A 0.6 16.7 North: 32nd Ave S Lane 1d 317 11.9 1166 0.272 100 5.6 LOS A 1.3 35.9 Full 1600 0.0 0.0 Approach 317 11.9 0.272 5.6 LOS A 1.3 35.9 West: Driveway Lane 1d 16 66.7 639 0.024 100 5.9 LOS A 0.1 2.3 Full 1600 0.0 0.0 Approach 16 66.7 0.024 5.9 LOS A 0.1 2.3 Intersection 514 10.6 0.272 5.0 LOS A 1.3 35.9 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:36:03 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - 32nd Ave S & S 323rd St.sip8 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 9 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1 146 127 263 550 65 Future Volume (vph) 1 146 127 263 550 65 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 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles (%) 0% 13% 1% 6% 4% 28% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 10 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 146 127 263 550 65 Future Volume (Veh/h) 1 146 127 263 550 65 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 Hourly flow rate (vph) 1 183 159 329 688 81 Pedestrians 1 1 1 Lane Width (ft) 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 Percent Blockage 0 0 0 Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) 1121 pX, platoon unblocked vC, conflicting volume 1337 690 770 vC1, stage 1 conf vol 689 vC2, stage 2 conf vol 648 vCu, unblocked vol 1337 690 770 tC, single (s) 6.4 6.3 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.4 2.2 p0 queue free % 100 57 81 cM capacity (veh/h) 343 426 848 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 1 183 159 329 688 81 Volume Left 1 0 159 0 0 0 Volume Right 0 183 0 0 0 81 cSH 343 426 848 1700 1700 1700 Volume to Capacity 0.00 0.43 0.19 0.19 0.40 0.05 Queue Length 95th (ft) 0 53 17 0 0 0 Control Delay (s) 15.5 19.7 10.2 0.0 0.0 0.0 Lane LOS C C B Approach Delay (s) 19.6 3.3 0.0 Approach LOS C Intersection Summary Average Delay 3.6 Intersection Capacity Utilization 49.6% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2022 With Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:11:21 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG LANE SUMMARY Site: 9 [2022 With Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 622 3.6 1334 0.466 100 10.1 LOS B 3.5 91.1 Full 1600 0.0 0.0 Lane 2 257 2.8 1023 0.252 100 2.8 LOS A 1.5 37.5 Full 1600 0.0 0.0 Approach 879 3.4 0.466 8.0 LOS A 3.5 91.1 NorthEast: Weyerhaeuser Way S Lane 1 296 2.2 785 0.377 100 12.4 LOS B 2.3 58.5 Full 1600 0.0 0.0 Lane 2d 321 3.2 856 0.375 100 5.7 LOS A 2.4 60.7 Full 1600 0.0 0.0 Approach 617 2.7 0.377 8.9 LOS A 2.4 60.7 West: S 336th St Lane 1 249 2.1 1043 0.239 100 10.4 LOS B 1.5 37.1 Full 1600 0.0 0.0 Lane 2d 418 5.3 1247 0.335 100 5.0 LOS A 2.3 60.7 Full 1600 0.0 0.0 Approach 668 4.1 0.335 7.0 LOS A 2.3 60.7 Intersection 2164 3.4 0.466 7.9 LOS A 3.5 91.1 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:11:21 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2022 With Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:48:33 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG LANE SUMMARY Site: 10 [2022 With Project - AM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1 552 4.3 1158 0.476 100 4.0 LOS A 3.0 78.3 Full 1600 0.0 0.0 Lane 2d 554 3.8 1164 0.476 100 3.7 LOS A 3.0 78.0 Full 1600 0.0 0.0 Approach 1106 4.1 0.476 3.9 LOS A 3.0 78.3 NorthEast: 33rd Pl S Lane 1d 265 0.0 614 0.432 100 8.8 LOS A 2.0 50.9 Full 1600 0.0 0.0 Approach 265 0.0 0.432 8.8 LOS A 2.0 50.9 NorthWest: Weyerhaeuser Way S Lane 1 309 6.8 1042 0.297 100 5.3 LOS A 1.5 40.5 Full 1600 0.0 0.0 Lane 2d 311 6.4 1046 0.297 100 4.0 LOS A 1.5 40.4 Full 1600 0.0 0.0 Approach 620 6.6 0.297 4.6 LOS A 1.5 40.5 Intersection 1991 4.3 0.476 4.8 LOS A 3.0 78.3 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 12:48:33 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\AM\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 134 0 570 263 577 0 0 337 136 Future Volume (vph) 0 0 0 134 0 570 263 577 0 0 337 136 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 5% 0% 2% 2% 2% 0% 0% 2% 10% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 36.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1% 35.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize? 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: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 134 0 570 263 577 0 0 337 136 Future Volume (veh/h) 0 0 0 134 0 570 263 577 0 0 337 136 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1900 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 134 0 570 263 577 0 0 337 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 0 2 2 2 0 0 2 2 Cap, veh/h 590 0 517 296 2020 0 0 1243 Arrive On Green 0.33 0.00 0.33 0.33 1.00 0.00 0.00 0.35 0.00 Sat Flow, veh/h 1810 0 1585 1781 3647 0 0 3741 0 Grp Volume(v), veh/h 134 0 570 263 577 0 0 337 0 Grp Sat Flow(s),veh/h/ln 1810 0 1585 1781 1777 0 0 1777 0 Q Serve(g_s), s 5.1 0.0 31.0 13.3 0.0 0.0 0.0 6.5 0.0 Cycle Q Clear(g_c), s 5.1 0.0 31.0 13.3 0.0 0.0 0.0 6.5 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 590 0 517 296 2020 0 0 1243 V/C Ratio(X) 0.23 0.00 1.10 0.89 0.29 0.00 0.00 0.27 Avail Cap(c_a), veh/h 590 0 517 375 2020 0 0 1243 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 0.79 0.79 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.3 0.0 32.0 30.9 0.0 0.0 0.0 22.2 0.0 Incr Delay (d2), s/veh 0.3 0.0 70.4 16.9 0.3 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 2.2 0.0 21.5 5.9 0.1 0.0 0.0 2.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.6 0.0 102.4 47.8 0.3 0.0 0.0 22.7 0.0 LnGrp LOS C A F D A A A C Approach Vol, veh/h 704 840 337 A Approach Delay, s/veh 87.4 15.1 22.7 Approach LOS F B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 20.8 38.2 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 15.3 8.5 33.0 Green Ext Time (p_c), s 6.4 0.5 2.8 0.0 Intersection Summary HCM 6th Ctrl Delay 43.6 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 269 22 187 0 0 0 0 564 350 227 233 0 Future Volume (vph) 269 22 187 0 0 0 0 564 350 227 233 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 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? 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: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 269 22 187 0 0 0 0 564 350 227 233 0 Future Volume (veh/h) 269 22 187 0 0 0 0 564 350 227 233 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0 Adj Flow Rate, veh/h 269 22 187 0 564 350 227 233 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 0 0 0 0 0 0 0 0 Cap, veh/h 352 29 338 0 1240 769 437 1302 0 Arrive On Green 0.21 0.21 0.21 0.00 0.58 0.58 0.11 1.00 0.00 Sat Flow, veh/h 1679 137 1610 0 2234 1327 1810 1900 0 Grp Volume(v), veh/h 291 0 187 0 476 438 227 233 0 Grp Sat Flow(s),veh/h/ln 1816 0 1610 0 1805 1661 1810 1900 0 Q Serve(g_s), s 14.3 0.0 9.9 0.0 14.3 14.3 5.0 0.0 0.0 Cycle Q Clear(g_c), s 14.3 0.0 9.9 0.0 14.3 14.3 5.0 0.0 0.0 Prop In Lane 0.92 1.00 0.00 0.80 1.00 0.00 Lane Grp Cap(c), veh/h 381 0 338 0 1046 963 437 1302 0 V/C Ratio(X) 0.76 0.00 0.55 0.00 0.45 0.45 0.52 0.18 0.00 Avail Cap(c_a), veh/h 765 0 678 0 1046 963 437 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 0.93 0.93 0.00 Uniform Delay (d), s/veh 35.3 0.0 33.6 0.0 11.4 11.4 8.6 0.0 0.0 Incr Delay (d2), s/veh 4.5 0.0 2.0 0.0 1.4 1.6 1.2 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 6.7 0.0 4.0 0.0 5.6 5.2 1.6 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.8 0.0 35.6 0.0 12.8 12.9 9.8 0.3 0.0 LnGrp LOS D A D A B B A A A Approach Vol, veh/h 478 914 460 Approach Delay, s/veh 38.2 12.9 5.0 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 24.9 70.1 10.0 60.1 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 16.3 2.0 7.0 16.3 Green Ext Time (p_c), s 3.6 2.1 0.0 7.8 Intersection Summary HCM 6th Ctrl Delay 17.4 HCM 6th LOS B Lanes, Volumes, Timings 13: Weyerhaeuser Way S & North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 11 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 3 17 10 387 617 79 Future Volume (vph) 3 17 10 387 617 79 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 (%) 33% 24% 20% 1% 3% 24% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 13: Weyerhaeuser Way S & North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 12 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 3 17 10 387 617 79 Future Volume (Veh/h) 3 17 10 387 617 79 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 3 18 11 421 671 86 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1157 714 757 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1157 714 757 tC, single (s) 6.7 6.4 4.3 tC, 2 stage (s) tF (s) 3.8 3.5 2.4 p0 queue free % 98 95 99 cM capacity (veh/h) 186 396 778 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 21 432 757 Volume Left 3 11 0 Volume Right 18 0 86 cSH 341 778 1700 Volume to Capacity 0.06 0.01 0.45 Queue Length 95th (ft) 5 1 0 Control Delay (s) 16.2 0.4 0.0 Lane LOS C A Approach Delay (s) 16.2 0.4 0.0 Approach LOS C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 14: Weyerhaeuser Way S & Mid-North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 13 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 3 15 20 394 561 73 Future Volume (vph) 3 15 20 394 561 73 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1071 831 502 Travel Time (s) 48.7 22.7 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 13% 5% 1% 2% 12% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 14: Weyerhaeuser Way S & Mid-North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 14 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 3 15 20 394 561 73 Future Volume (Veh/h) 3 15 20 394 561 73 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 3 16 22 428 610 79 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1122 650 689 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1122 650 689 tC, single (s) 6.4 6.3 4.1 tC, 2 stage (s) tF (s) 3.5 3.4 2.2 p0 queue free % 99 96 98 cM capacity (veh/h) 224 450 891 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 19 450 689 Volume Left 3 22 0 Volume Right 16 0 79 cSH 389 891 1700 Volume to Capacity 0.05 0.02 0.41 Queue Length 95th (ft) 4 2 0 Control Delay (s) 14.7 0.7 0.0 Lane LOS B A Approach Delay (s) 14.7 0.7 0.0 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 47.0% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 15: Weyerhaeuser Way S & WTC Driveway 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 15 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1 3 16 413 570 6 Future Volume (vph) 1 3 16 413 570 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1072 719 831 Travel Time (s) 48.7 19.6 22.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 0% 1% 3% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 15: Weyerhaeuser Way S & WTC Driveway 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 16 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 3 16 413 570 6 Future Volume (Veh/h) 1 3 16 413 570 6 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1 3 17 449 620 7 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1106 624 627 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1106 624 627 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 99 98 cM capacity (veh/h) 231 489 965 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 4 466 627 Volume Left 1 17 0 Volume Right 3 0 7 cSH 382 965 1700 Volume to Capacity 0.01 0.02 0.37 Queue Length 95th (ft) 1 1 0 Control Delay (s) 14.5 0.5 0.0 Lane LOS B A Approach Delay (s) 14.5 0.5 0.0 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 44.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 16: Weyerhaeuser Way S & South Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 17 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 7 30 26 422 437 136 Future Volume (vph) 7 30 26 422 437 136 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 (%) 14% 7% 4% 1% 1% 7% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 16: Weyerhaeuser Way S & South Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - AM Peak Hour Page 18 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 7 30 26 422 437 136 Future Volume (Veh/h) 7 30 26 422 437 136 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 33 28 459 475 148 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1064 549 623 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1064 549 623 tC, single (s) 6.5 6.3 4.1 tC, 2 stage (s) tF (s) 3.6 3.4 2.2 p0 queue free % 96 94 97 cM capacity (veh/h) 227 526 948 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 41 487 623 Volume Left 8 28 0 Volume Right 33 0 148 cSH 419 948 1700 Volume to Capacity 0.10 0.03 0.37 Queue Length 95th (ft) 8 2 0 Control Delay (s) 14.5 0.9 0.0 Lane LOS B A Approach Delay (s) 14.5 0.9 0.0 Approach LOS B Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 116 1132 39 335 1603 157 67 167 300 330 240 137 Future Volume (vph) 116 1132 39 335 1603 157 67 167 300 330 240 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 325 0 260 0 300 0 300 0 Storage Lanes 2 0 2 0 1 1 2 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 249 529 324 292 Travel Time (s) 4.9 12.0 7.4 6.6 Confl. Peds. (#/hr) 12 15 18 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 4% 1% 0% 2% 1% 3% 0% 7% 1% 4% 5% 3% Shared Lane Traffic (%) Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Detector Phase 7 4 3 8 5 2 3 1 6 Switch Phase Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 28.5 10.5 30.5 9.5 31.5 10.5 9.5 31.5 Total Split (s) 15.0 55.0 29.0 69.0 15.0 38.4 29.0 27.6 51.0 Total Split (%) 10.0% 36.7% 19.3% 46.0% 10.0% 25.6% 19.3% 18.4% 34.0% Yellow Time (s) 3.5 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 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) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None None Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 4:EBT and 8:WBT, Start of Green Natural Cycle: 95 Control Type: Actuated-Coordinated Splits and Phases: 1: 23rd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 1: 23rd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 116 1132 39 335 1603 157 67 167 300 330 240 137 Future Volume (vph) 116 1132 39 335 1603 157 67 167 300 330 240 137 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Lane Util. Factor 0.97 0.91 0.97 0.91 1.00 1.00 1.00 0.97 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.95 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 3367 5106 3433 5058 1805 1776 1564 3367 1696 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3367 5106 3433 5058 1805 1776 1564 3367 1696 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 121 1179 41 349 1670 164 70 174 312 344 250 143 RTOR Reduction (vph) 0 2 0 0 7 0 0 0 58 0 15 0 Lane Group Flow (vph) 121 1218 0 349 1827 0 70 174 255 344 378 0 Confl. Peds. (#/hr) 12 15 18 Heavy Vehicles (%) 4% 1% 0% 2% 1% 3% 0% 7% 1% 4% 5% 3% Turn Type Prot NA Prot NA Prot NA pm+ov Prot NA Protected Phases 7 4 3 8 5 2 3 1 6 Permitted Phases 2 Actuated Green, G (s) 9.3 64.7 19.3 74.7 7.9 26.7 46.0 19.3 38.1 Effective Green, g (s) 9.3 64.7 19.3 74.7 7.9 26.7 46.0 19.3 38.1 Actuated g/C Ratio 0.06 0.43 0.13 0.50 0.05 0.18 0.31 0.13 0.25 Clearance Time (s) 4.5 4.5 5.5 5.5 4.5 5.5 5.5 4.5 5.5 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 208 2202 441 2518 95 316 536 433 430 v/s Ratio Prot 0.04 0.24 c0.10 c0.36 0.04 0.10 0.06 c0.10 c0.22 v/s Ratio Perm 0.10 v/c Ratio 0.58 0.55 0.79 0.73 0.74 0.55 0.48 0.79 0.88 Uniform Delay, d1 68.5 31.9 63.4 29.6 70.0 56.2 42.2 63.4 53.7 Progression Factor 1.00 1.00 1.22 0.87 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 1.0 6.6 1.4 22.3 1.2 0.2 9.1 17.6 Delay (s) 71.1 32.9 84.0 27.0 92.3 57.4 42.4 72.5 71.4 Level of Service E C F C F E D E E Approach Delay (s) 36.3 36.1 53.4 71.9 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 43.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 81.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 1642 17 30 2008 230 18 6 63 143 2 62 Future Volume (vph) 66 1642 17 30 2008 230 18 6 63 143 2 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 175 0 185 0 0 0 0 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 30 30 30 Link Distance (ft) 529 440 242 199 Travel Time (s) 10.3 10.0 5.5 4.5 Confl. Peds. (#/hr) 4 2 2 4 17 17 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 6% 0% 10% 1% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Detector Phase 5 2 1 6 7 4 3 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 29.0 9.0 29.0 9.0 29.0 Total Split (s) 14.0 96.0 10.0 92.0 10.0 29.0 15.0 34.0 Total Split (%) 9.3% 64.0% 6.7% 61.3% 6.7% 19.3% 10.0% 22.7% Yellow Time (s) 4.0 4.0 4.0 4.0 3.0 3.0 3.0 3.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 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 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 2: 25th Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 2: 25th Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 1642 17 30 2008 230 18 6 63 143 2 62 Future Volume (vph) 66 1642 17 30 2008 230 18 6 63 143 2 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.98 1.00 0.86 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 5077 1805 5045 1670 1501 1787 1557 Flt Permitted 0.04 1.00 0.10 1.00 0.71 1.00 0.51 1.00 Satd. Flow (perm) 75 5077 190 5045 1254 1501 959 1557 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 69 1728 18 32 2114 242 19 6 66 151 2 65 RTOR Reduction (vph) 0 1 0 0 8 0 0 59 0 0 55 0 Lane Group Flow (vph) 69 1745 0 32 2348 0 19 13 0 151 12 0 Confl. Peds. (#/hr) 4 2 2 4 17 17 Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 6% 0% 10% 1% 0% 0% Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 2 6 4 8 Actuated Green, G (s) 107.3 100.7 102.1 98.1 19.4 15.8 31.3 23.7 Effective Green, g (s) 107.3 100.7 102.1 98.1 19.4 15.8 31.3 23.7 Actuated g/C Ratio 0.72 0.67 0.68 0.65 0.13 0.11 0.21 0.16 Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 129 3408 172 3299 172 158 263 246 v/s Ratio Prot c0.02 0.34 0.00 c0.47 0.00 0.01 c0.04 0.01 v/s Ratio Perm 0.35 0.12 0.01 c0.08 v/c Ratio 0.53 0.51 0.19 0.71 0.11 0.08 0.57 0.05 Uniform Delay, d1 20.1 12.3 9.3 16.8 57.5 60.6 51.4 53.6 Progression Factor 2.19 0.38 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 0.5 0.5 1.3 0.3 0.2 3.0 0.1 Delay (s) 47.5 5.1 9.8 18.1 57.8 60.8 54.4 53.7 Level of Service D A A B E E D D Approach Delay (s) 6.7 18.0 60.2 54.2 Approach LOS A B E D Intersection Summary HCM 2000 Control Delay 16.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.69 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 77.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1400 322 162 1341 0 0 0 0 522 1 990 Future Volume (vph) 0 1400 322 162 1341 0 0 0 0 522 1 990 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) 440 1090 747 744 Travel Time (s) 8.6 21.2 14.6 14.5 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 1% 3% 1% 1% 0% 0% 0% 0% 2% 0% 1% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Split NA custom Protected Phases 2 1 6 4 4 5 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 5 Switch Phase Minimum Initial (s) 10.0 10.0 10.0 10.0 10.0 10.0 5.0 Minimum Split (s) 16.3 16.3 15.5 48.3 36.9 36.9 10.9 Total Split (s) 100.0 100.0 20.0 100.0 40.0 40.0 20.0 Total Split (%) 62.5% 62.5% 12.5% 62.5% 25.0% 25.0% 12.5% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1400 322 162 1341 0 0 0 0 522 1 990 Future Volume (veh/h) 0 1400 322 162 1341 0 0 0 0 522 1 990 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1885 1856 1885 1885 0 1870 1900 1885 Adj Flow Rate, veh/h 0 1400 322 162 1341 0 523 0 990 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 1 3 1 1 0 2 0 1 Cap, veh/h 0 2189 960 183 2545 0 759 0 1021 Arrive On Green 0.00 0.61 0.61 0.09 0.95 0.00 0.21 0.00 0.21 Sat Flow, veh/h 0 3676 1572 1795 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1400 322 162 1341 0 523 0 990 Grp Sat Flow(s),veh/h/ln 0 1791 1572 1795 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 39.9 16.0 8.3 6.5 0.0 21.7 0.0 32.8 Cycle Q Clear(g_c), s 0.0 39.9 16.0 8.3 6.5 0.0 21.7 0.0 32.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2189 960 183 2545 0 759 0 1021 V/C Ratio(X) 0.00 0.64 0.34 0.89 0.53 0.00 0.69 0.00 0.97 Avail Cap(c_a), veh/h 0 2189 960 228 2545 0 759 0 1021 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.86 0.86 0.73 0.73 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 19.9 15.2 55.1 1.4 0.0 58.1 0.0 62.4 Incr Delay (d2), s/veh 0.0 1.2 0.8 20.5 0.6 0.0 2.6 0.0 21.0 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 0.0 16.7 6.0 7.4 1.5 0.0 10.0 0.0 28.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 21.1 16.0 75.6 2.0 0.0 60.7 0.0 83.4 LnGrp LOS A C B E A A E A F Approach Vol, veh/h 1722 1503 1513 Approach Delay, s/veh 20.2 10.0 75.6 Approach LOS C A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 15.9 104.1 40.0 120.0 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s14.5 93.7 34.1 93.7 Max Q Clear Time (g_c+I1), s10.3 41.9 34.8 8.5 Green Ext Time (p_c), s 0.1 22.3 0.0 19.2 Intersection Summary HCM 6th Ctrl Delay 34.6 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 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1651 302 0 1063 304 418 0 248 0 0 0 Future Volume (vph) 0 1651 302 0 1063 304 418 0 248 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 715 781 805 Travel Time (s) 21.2 13.9 15.2 15.7 Confl. Peds. (#/hr) 5 2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 2% 3% 0% 1% 2% 2% 0% 1% 0% 0% 0% Shared Lane Traffic (%) 17% Turn Type NA NA Split NA Protected Phases 2 6 4 4 Permitted Phases Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 115.0 115.0 45.0 45.0 Total Split (%) 71.9% 71.9% 28.1% 28.1% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 63 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1651 302 0 1063 304 418 0 248 0 0 0 Future Volume (veh/h) 0 1651 302 0 1063 304 418 0 248 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1870 0 1885 1885 1870 1900 1870 Adj Flow Rate, veh/h 0 1651 302 0 1063 0 333 119 248 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 2 0 1 1 2 0 2 Cap, veh/h 0 2084 370 0 2475 415 128 266 Arrive On Green 0.00 1.00 1.00 0.00 0.69 0.00 0.23 0.23 0.23 Sat Flow, veh/h 0 3109 535 0 3770 0 1781 548 1143 Grp Volume(v), veh/h 0 951 1002 0 1063 0 333 0 367 Grp Sat Flow(s),veh/h/ln 0 1777 1774 0 1791 0 1781 0 1691 Q Serve(g_s), s 0.0 0.0 0.0 0.0 20.9 0.0 28.2 0.0 34.0 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 20.9 0.0 28.2 0.0 34.0 Prop In Lane 0.00 0.30 0.00 0.00 1.00 0.68 Lane Grp Cap(c), veh/h 0 1228 1226 0 2475 415 0 394 V/C Ratio(X) 0.00 0.78 0.82 0.00 0.43 0.80 0.00 0.93 Avail Cap(c_a), veh/h 0 1228 1226 0 2475 435 0 413 HCM Platoon Ratio 1.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.71 0.71 0.00 0.83 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 10.9 0.0 57.9 0.0 60.1 Incr Delay (d2), s/veh 0.0 3.5 4.4 0.0 0.5 0.0 10.3 0.0 27.5 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 1.2 1.5 0.0 8.2 0.0 13.9 0.0 17.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 3.5 4.4 0.0 11.3 0.0 68.2 0.0 87.7 LnGrp LOS A A A A B E A F Approach Vol, veh/h 1953 1063 A 700 Approach Delay, s/veh 4.0 11.3 78.4 Approach LOS A B E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 116.8 43.2 116.8 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 108.7 39.1 108.7 Max Q Clear Time (g_c+I1), s 2.0 36.0 22.9 Green Ext Time (p_c), s 46.9 1.2 12.6 Intersection Summary HCM 6th Ctrl Delay 20.1 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 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1783 99 18 1094 0 262 3 147 0 0 0 Future Volume (vph) 5 1783 99 18 1094 0 262 3 147 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) 715 865 286 269 Travel Time (s) 13.9 16.9 7.8 7.3 Confl. Peds. (#/hr) 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 7% 0% 2% 0% 1% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 6 6 2 8 Detector Phase 1 6 6 5 2 7 4 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.0 9.0 9.0 22.0 30.0 10.0 30.0 9.0 9.0 Total Split (s) 10.0 88.0 88.0 22.0 100.0 30.0 40.0 10.0 10.0 Total Split (%) 6.7% 58.7% 58.7% 14.7% 66.7% 20.0% 26.7% 6.7% 6.7% 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: 150 Actuated Cycle Length: 97.4 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1783 99 18 1094 0 262 3 147 0 0 0 Future Volume (vph) 5 1783 99 18 1094 0 262 3 147 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 3539 1509 1805 3539 1787 1599 Flt Permitted 0.19 1.00 1.00 0.06 1.00 0.95 1.00 Satd. Flow (perm) 369 3539 1509 120 3539 1787 1599 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 5 1877 104 19 1152 0 276 3 155 0 0 0 RTOR Reduction (vph) 0 0 40 0 0 0 0 119 0 0 0 0 Lane Group Flow (vph) 5 1877 64 19 1152 0 276 39 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 Heavy Vehicles (%) 0% 2% 7% 0% 2% 0% 1% 0% 0% 0% 0% 0% 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 Actuated Green, G (s) 62.1 61.2 61.2 64.9 63.1 23.2 23.2 Effective Green, g (s) 62.1 61.2 61.2 64.9 63.1 23.2 23.2 Actuated g/C Ratio 0.62 0.61 0.61 0.65 0.63 0.23 0.23 Clearance Time (s) 4.0 4.0 4.0 5.0 4.0 5.0 5.0 Vehicle Extension (s) 5.0 1.0 1.0 1.5 5.0 1.5 2.5 Lane Grp Cap (vph) 241 2161 921 107 2228 413 370 v/s Ratio Prot 0.00 c0.53 c0.00 0.33 c0.15 0.02 v/s Ratio Perm 0.01 0.04 0.11 v/c Ratio 0.02 0.87 0.07 0.18 0.52 0.67 0.11 Uniform Delay, d1 8.1 16.2 7.9 17.0 10.2 35.0 30.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.9 0.0 0.3 0.4 3.2 0.1 Delay (s) 8.2 20.0 7.9 17.3 10.6 38.2 30.4 Level of Service A C A B B D C Approach Delay (s) 19.4 10.7 35.3 0.0 Approach LOS B B D A Intersection Summary HCM 2000 Control Delay 18.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 100.2 Sum of lost time (s) 18.0 Intersection Capacity Utilization 71.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1737 157 244 939 147 282 Future Volume (vph) 1737 157 244 939 147 282 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) 865 470 1111 Travel Time (s) 16.9 9.2 21.6 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles (%) 2% 2% 5% 1% 4% 2% Shared Lane Traffic (%) 50% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Detector Phase 2 2 1 6 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 32.0 32.0 10.0 10.0 27.0 27.0 Total Split (s) 93.0 93.0 15.0 108.0 32.0 32.0 Total Split (%) 66.4% 66.4% 10.7% 77.1% 22.9% 22.9% 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: 140 Actuated Cycle Length: 140 Offset: 70 (50%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & S 320th St HCM Signalized Intersection Capacity Analysis 6: Weyerhaeuser Way S & S 320th St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1737 157 244 939 147 282 Future Volume (vph) 1737 157 244 939 147 282 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 0.95 1.00 1.00 0.95 0.97 0.91 Frt 1.00 0.85 1.00 1.00 0.93 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.98 1.00 Satd. Flow (prot) 3539 1583 1719 3574 3233 1441 Flt Permitted 1.00 1.00 0.08 1.00 0.98 1.00 Satd. Flow (perm) 3539 1583 153 3574 3233 1441 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 1809 164 254 978 153 294 RTOR Reduction (vph) 0 34 0 0 120 120 Lane Group Flow (vph) 1809 130 254 978 180 27 Heavy Vehicles (%) 2% 2% 5% 1% 4% 2% Turn Type NA Perm pm+pt NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 6 4 Actuated Green, G (s) 103.4 103.4 118.4 118.4 11.6 11.6 Effective Green, g (s) 103.4 103.4 118.4 118.4 11.6 11.6 Actuated g/C Ratio 0.74 0.74 0.85 0.85 0.08 0.08 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.5 2.5 1.5 2.5 1.5 1.5 Lane Grp Cap (vph) 2613 1169 241 3022 267 119 v/s Ratio Prot 0.51 c0.08 0.27 c0.06 v/s Ratio Perm 0.08 c0.82 0.02 v/c Ratio 0.69 0.11 1.05 0.32 0.67 0.23 Uniform Delay, d1 9.8 5.2 29.2 2.3 62.4 60.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.5 0.2 72.9 0.3 5.2 0.4 Delay (s) 11.3 5.4 102.1 2.6 67.5 60.4 Level of Service B A F A E E Approach Delay (s) 10.8 23.1 65.2 Approach LOS B C E Intersection Summary HCM 2000 Control Delay 21.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 1.04 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 81.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2022 With Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection East North West LOS A A A A Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:19:23 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - 32nd Ave S & S 323rd St.sip8 LANE SUMMARY Site: 7 [2022 With Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 % % East: S 323rd St Lane 1d 82 4.4 1246 0.066 100 3.4 LOS A 0.3 7.2 Full 1600 0.0 0.0 Approach 82 4.4 0.066 3.4 LOS A 0.3 7.2 North: 32nd Ave S Lane 1d 170 4.2 1319 0.129 100 3.8 LOS A 0.6 15.3 Full 1600 0.0 0.0 Approach 170 4.2 0.129 3.8 LOS A 0.6 15.3 West: Driveway Lane 1d 100 0.0 1162 0.086 100 3.8 LOS A 0.4 9.5 Full 1600 0.0 0.0 Approach 100 0.0 0.086 3.8 LOS A 0.4 9.5 Intersection 352 3.1 0.129 3.7 LOS A 0.6 15.3 Site Level of Service (LOS) Method: Delay & v/c (HCM 6). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. LOS F will result if v/c > 1 irrespective of lane delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all lanes (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. d Dominant lane on roundabout approach SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:19:23 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - 32nd Ave S & S 323rd St.sip8 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 9 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 12 200 37 394 391 10 Future Volume (vph) 12 200 37 394 391 10 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) 592 295 1111 Travel Time (s) 16.1 8.0 21.6 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 3% 8% 2% 3% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 10 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 12 200 37 394 391 10 Future Volume (Veh/h) 12 200 37 394 391 10 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 13 215 40 424 420 11 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1111 pX, platoon unblocked vC, conflicting volume 924 420 431 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 924 420 431 tC, single (s) 6.4 6.2 4.2 tC, 2 stage (s) tF (s) 3.5 3.3 2.3 p0 queue free % 96 66 96 cM capacity (veh/h) 291 631 1097 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 13 215 40 424 420 11 Volume Left 13 0 40 0 0 0 Volume Right 0 215 0 0 0 11 cSH 291 631 1097 1700 1700 1700 Volume to Capacity 0.04 0.34 0.04 0.25 0.25 0.01 Queue Length 95th (ft) 3 38 3 0 0 0 Control Delay (s) 18.0 13.6 8.4 0.0 0.0 0.0 Lane LOS C B A Approach Delay (s) 13.9 0.7 0.0 Approach LOS B Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 39.6% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2022 With Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West LOS A B A B 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:32:39 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG LANE SUMMARY Site: 9 [2022 With Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 837 1.6 1311 0.639 100 10.9 LOS B 6.3 160.3 Full 1600 0.0 0.0 Lane 2 117 2.8 858 0.137 100 3.2 LOS A 0.7 18.6 Full 1600 0.0 0.0 Approach 954 1.8 0.639 10.0 LOS A 6.3 160.3 NorthEast: Weyerhaeuser Way S Lane 1d 433 5.8 629 0.688 100 20.3 LOS C 7.3 190.7 Full 1600 0.0 0.0 Lane 2 423 5.1 565 0.749 100 17.0 LOS B 8.3 216.7 Full 1600 0.0 0.0 Approach 855 5.4 0.749 18.7 LOS B 8.3 216.7 West: S 336th St Lane 1 280 0.8 846 0.332 100 11.6 LOS B 2.3 57.1 Full 1600 0.0 0.0 Lane 2d 583 1.9 1095 0.532 100 6.4 LOS A 4.8 123.0 Full 1600 0.0 0.0 Approach 863 1.5 0.532 8.1 LOS A 4.8 123.0 Intersection 2673 2.9 0.749 12.2 LOS B 8.3 216.7 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:32:39 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2022 With Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:24:33 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG LANE SUMMARY Site: 10 [2022 With Project - PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1d 563 1.1 1091 0.516 100 6.5 LOS A 3.5 87.5 Full 1600 0.0 0.0 Lane 2 558 1.9 1081 0.516 100 4.4 LOS A 3.5 87.9 Full 1600 0.0 0.0 Approach 1120 1.5 0.516 5.4 LOS A 3.5 87.9 NorthEast: 33rd Pl S Lane 1d 120 3.6 531 0.227 100 7.5 LOS A 0.9 23.2 Full 1600 0.0 0.0 Approach 120 3.6 0.227 7.5 LOS A 0.9 23.2 NorthWest: Weyerhaeuser Way S Lane 1d 651 2.6 1062 0.613 100 6.6 LOS A 4.6 116.5 Full 1600 0.0 0.0 Lane 2 648 2.9 1058 0.613 100 4.9 LOS A 4.6 116.9 Full 1600 0.0 0.0 Approach 1299 2.7 0.613 5.7 LOS A 4.6 116.9 Intersection 2540 2.2 0.613 5.7 LOS A 4.6 116.9 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:24:33 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\PM\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 412 19 709 195 338 0 0 932 374 Future Volume (vph) 0 0 0 412 19 709 195 338 0 0 932 374 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 1% 0% 2% 1% 1% 0% 0% 2% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 36.9 36.9 36.9 10.5 29.9 25.9 Total Split (s) 45.9 45.9 45.9 40.5 45.9 45.9 Total Split (%) 34.7% 34.7% 34.7% 30.6% 34.7% 34.7% Yellow Time (s) 3.9 3.9 3.9 3.5 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.5 5.9 5.9 Lead/Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None None Min Min Intersection Summary Area Type: Other Cycle Length: 132.3 Actuated Cycle Length: 116.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 412 19 709 195 338 0 0 932 374 Future Volume (veh/h) 0 0 0 412 19 709 195 338 0 0 932 374 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1900 1870 1885 1885 0 0 1870 1870 Adj Flow Rate, veh/h 412 19 709 195 338 0 0 932 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 0 2 1 1 0 0 2 2 Cap, veh/h 660 30 604 238 1815 0 0 1145 Arrive On Green 0.38 0.38 0.38 0.13 0.51 0.00 0.00 0.32 0.00 Sat Flow, veh/h 1733 80 1585 1795 3676 0 0 3741 0 Grp Volume(v), veh/h 431 0 709 195 338 0 0 932 0 Grp Sat Flow(s),veh/h/ln 1813 0 1585 1795 1791 0 0 1777 0 Q Serve(g_s), s 20.3 0.0 40.0 11.1 5.4 0.0 0.0 25.3 0.0 Cycle Q Clear(g_c), s 20.3 0.0 40.0 11.1 5.4 0.0 0.0 25.3 0.0 Prop In Lane 0.96 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 691 0 604 238 1815 0 0 1145 V/C Ratio(X) 0.62 0.00 1.17 0.82 0.19 0.00 0.00 0.81 Avail Cap(c_a), veh/h 691 0 604 598 1815 0 0 1353 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 26.4 0.0 32.5 44.4 14.1 0.0 0.0 32.7 0.0 Incr Delay (d2), s/veh 2.1 0.0 95.1 9.5 0.1 0.0 0.0 3.8 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 9.0 0.0 30.8 5.5 2.1 0.0 0.0 11.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.5 0.0 127.6 53.9 14.2 0.0 0.0 36.5 0.0 LnGrp LOS C A F D B A A D Approach Vol, veh/h 1140 533 932 A Approach Delay, s/veh 90.1 28.7 36.5 Approach LOS F C D Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.1 19.4 39.7 45.9 Change Period (Y+Rc), s 5.9 5.5 5.9 5.9 Max Green Setting (Gmax), s 40.0 35.0 40.0 40.0 Max Q Clear Time (g_c+I1), s 7.4 13.1 27.3 42.0 Green Ext Time (p_c), s 3.2 0.8 6.5 0.0 Intersection Summary HCM 6th Ctrl Delay 58.4 HCM 6th LOS E Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 135 2 577 0 0 0 0 414 187 545 794 0 Future Volume (vph) 135 2 577 0 0 0 0 414 187 545 794 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Confl. Peds. (#/hr) 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 2% 0% 2% 0% 0% 0% 0% 1% 2% 2% 2% 0% 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) 35.9 35.9 35.9 22.9 10.5 26.9 Total Split (s) 50.9 50.9 50.9 45.9 25.5 45.9 Total Split (%) 41.6% 41.6% 41.6% 37.5% 20.9% 37.5% Yellow Time (s) 3.9 3.9 3.9 3.9 3.5 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.9 5.9 5.9 5.5 5.9 Lead/Lag Lag Lead Lead-Lag Optimize? Recall Mode None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 122.3 Actuated Cycle Length: 97.5 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 135 2 577 0 0 0 0 414 187 545 794 0 Future Volume (veh/h) 135 2 577 0 0 0 0 414 187 545 794 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1900 1870 0 1885 1885 1870 1870 0 Adj Flow Rate, veh/h 135 2 577 0 414 187 545 794 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 2 0 2 0 1 1 2 2 0 Cap, veh/h 706 10 627 0 560 250 485 911 0 Arrive On Green 0.40 0.40 0.40 0.00 0.23 0.23 0.20 0.49 0.00 Sat Flow, veh/h 1784 26 1585 0 2502 1075 1781 1870 0 Grp Volume(v), veh/h 137 0 577 0 307 294 545 794 0 Grp Sat Flow(s),veh/h/ln 1811 0 1585 0 1791 1692 1781 1870 0 Q Serve(g_s), s 5.0 0.0 34.7 0.0 15.9 16.2 20.0 38.0 0.0 Cycle Q Clear(g_c), s 5.0 0.0 34.7 0.0 15.9 16.2 20.0 38.0 0.0 Prop In Lane 0.99 1.00 0.00 0.64 1.00 0.00 Lane Grp Cap(c), veh/h 716 0 627 0 417 394 485 911 0 V/C Ratio(X) 0.19 0.00 0.92 0.00 0.74 0.75 1.12 0.87 0.00 Avail Cap(c_a), veh/h 812 0 711 0 714 674 485 911 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 19.8 0.0 28.8 0.0 35.6 35.7 23.9 22.9 0.0 Incr Delay (d2), s/veh 0.2 0.0 16.7 0.0 3.6 4.0 79.2 9.5 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 2.1 0.0 15.6 0.0 7.2 6.9 18.8 17.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.0 0.0 45.6 0.0 39.2 39.8 103.1 32.4 0.0 LnGrp LOS C A D A D D F C A Approach Vol, veh/h 714 601 1339 Approach Delay, s/veh 40.7 39.5 61.2 Approach LOS D D E Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 45.6 54.8 25.5 29.3 Change Period (Y+Rc), s 5.9 5.9 5.5 5.9 Max Green Setting (Gmax), s 45.0 40.0 20.0 40.0 Max Q Clear Time (g_c+I1), s 36.7 40.0 22.0 18.2 Green Ext Time (p_c), s 3.0 0.0 0.0 5.2 Intersection Summary HCM 6th Ctrl Delay 50.8 HCM 6th LOS D Lanes, Volumes, Timings 13: Weyerhaeuser Way S & North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 11 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 13 72 3 418 571 20 Future Volume (vph) 13 72 3 418 571 20 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% 22% 33% 1% 1% 25% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 13: Weyerhaeuser Way S & North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 12 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 13 72 3 418 571 20 Future Volume (Veh/h) 13 72 3 418 571 20 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 14 78 3 454 621 22 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1092 632 643 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1092 632 643 tC, single (s) 6.6 6.4 4.4 tC, 2 stage (s) tF (s) 3.7 3.5 2.5 p0 queue free % 94 83 100 cM capacity (veh/h) 216 446 810 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 92 457 643 Volume Left 14 3 0 Volume Right 78 0 22 cSH 384 810 1700 Volume to Capacity 0.24 0.00 0.38 Queue Length 95th (ft) 23 0 0 Control Delay (s) 17.3 0.1 0.0 Lane LOS C A Approach Delay (s) 17.3 0.1 0.0 Approach LOS C Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 43.1% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 14: Weyerhaeuser Way S & Mid-North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 13 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 21 78 4 400 624 19 Future Volume (vph) 21 78 4 400 624 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1071 831 502 Travel Time (s) 48.7 22.7 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 10% 12% 0% 1% 3% 11% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 14: Weyerhaeuser Way S & Mid-North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 14 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 21 78 4 400 624 19 Future Volume (Veh/h) 21 78 4 400 624 19 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 23 85 4 435 678 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1132 688 699 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1132 688 699 tC, single (s) 6.5 6.3 4.1 tC, 2 stage (s) tF (s) 3.6 3.4 2.2 p0 queue free % 89 80 100 cM capacity (veh/h) 216 429 907 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 108 439 699 Volume Left 23 4 0 Volume Right 85 0 21 cSH 355 907 1700 Volume to Capacity 0.30 0.00 0.41 Queue Length 95th (ft) 32 0 0 Control Delay (s) 19.5 0.1 0.0 Lane LOS C A Approach Delay (s) 19.5 0.1 0.0 Approach LOS C Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 46.6% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 15: Weyerhaeuser Way S & WTC Driveway 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 15 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 12 17 2 392 701 1 Future Volume (vph) 12 17 2 392 701 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1072 719 831 Travel Time (s) 48.7 19.6 22.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 0% 1% 4% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 15: Weyerhaeuser Way S & WTC Driveway 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 16 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 12 17 2 392 701 1 Future Volume (Veh/h) 12 17 2 392 701 1 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 13 18 2 426 762 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1192 762 763 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1192 762 763 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 94 96 100 cM capacity (veh/h) 208 408 859 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 31 428 763 Volume Left 13 2 0 Volume Right 18 0 1 cSH 291 859 1700 Volume to Capacity 0.11 0.00 0.45 Queue Length 95th (ft) 9 0 0 Control Delay (s) 18.9 0.1 0.0 Lane LOS C A Approach Delay (s) 18.9 0.1 0.0 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 47.0% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 16: Weyerhaeuser Way S & South Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 17 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 34 132 7 360 684 34 Future Volume (vph) 34 132 7 360 684 34 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% 14% 1% 4% 6% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 16: Weyerhaeuser Way S & South Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - PM Peak Hour Page 18 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 34 132 7 360 684 34 Future Volume (Veh/h) 34 132 7 360 684 34 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 37 143 8 391 743 37 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1168 762 780 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1168 762 780 tC, single (s) 6.5 6.3 4.2 tC, 2 stage (s) tF (s) 3.6 3.4 2.3 p0 queue free % 82 64 99 cM capacity (veh/h) 208 399 786 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 180 399 780 Volume Left 37 8 0 Volume Right 143 0 37 cSH 335 786 1700 Volume to Capacity 0.54 0.01 0.46 Queue Length 95th (ft) 75 1 0 Control Delay (s) 27.5 0.3 0.0 Lane LOS D A Approach Delay (s) 27.5 0.3 0.0 Approach LOS D Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 2 53 20 201 219 3 Future Volume (vph) 2 53 20 201 219 3 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 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles (%) 0% 9% 10% 2% 3% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 8: Weyerhaeuser Way S & S 323rd St 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 53 20 201 219 3 Future Volume (Veh/h) 2 53 20 201 219 3 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 2 58 22 221 241 3 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 506 241 244 vC1, stage 1 conf vol 241 vC2, stage 2 conf vol 265 vCu, unblocked vol 506 241 244 tC, single (s) 6.4 6.3 4.2 tC, 2 stage (s) 5.4 tF (s) 3.5 3.4 2.3 p0 queue free % 100 93 98 cM capacity (veh/h) 681 781 1277 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 2 58 22 221 241 3 Volume Left 2 0 22 0 0 0 Volume Right 0 58 0 0 0 3 cSH 681 781 1277 1700 1700 1700 Volume to Capacity 0.00 0.07 0.02 0.13 0.14 0.00 Queue Length 95th (ft) 0 6 1 0 0 0 Control Delay (s) 10.3 10.0 7.9 0.0 0.0 0.0 Lane LOS B A A Approach Delay (s) 10.0 0.7 0.0 Approach LOS A Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 26.6% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2022 With Project - Sat PM Peak Hour ] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection South Northeast West 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:42:49 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG LANE SUMMARY Site: 9 [2022 With Project - Sat PM Peak Hour ] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 353 2.9 1456 0.243 100 9.4 LOS A 1.4 36.5 Full 1600 0.0 0.0 Lane 2 77 0.0 1016 0.076 100 2.2 LOS A 0.4 9.1 Full 1600 0.0 0.0 Approach 431 2.4 0.243 8.1 LOS A 1.4 36.5 NorthEast: Weyerhaeuser Way S Lane 1 181 8.1 935 0.193 100 10.7 LOS B 0.9 23.7 Full 1600 0.0 0.0 Lane 2d 228 5.5 1063 0.215 100 3.9 LOS A 1.0 27.1 Full 1600 0.0 0.0 Approach 409 6.7 0.215 6.9 LOS A 1.0 27.1 West: S 336th St Lane 1 145 0.8 1175 0.124 100 9.7 LOS A 0.7 16.4 Full 1600 0.0 0.0 Lane 2d 255 1.3 1435 0.177 100 4.3 LOS A 1.0 25.8 Full 1600 0.0 0.0 Approach 400 1.1 0.177 6.2 LOS A 1.0 25.8 Intersection 1240 3.4 0.243 7.1 LOS A 1.4 36.5 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:42:49 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG Federal Way - Sat PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip8 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2022 With Project - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) Roundabout Approaches Intersection Southeast Northeast Northwest 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:37:31 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG LANE SUMMARY Site: 10 [2022 With Project - Sat PM Peak Hour] IRG Federal Way - Woodbridge Business Park Site Category: (None) 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 1d 253 1.0 1207 0.210 100 4.8 LOS A 0.9 23.2 Full 1600 0.0 0.0 Lane 2 251 1.7 1198 0.210 100 3.5 LOS A 0.9 23.4 Full 1600 0.0 0.0 Approach 504 1.3 0.210 4.2 LOS A 0.9 23.4 NorthEast: 33rd Pl S Lane 1d 104 0.0 837 0.125 100 5.7 LOS A 0.5 11.3 Full 1600 0.0 0.0 Approach 104 0.0 0.125 5.7 LOS A 0.5 11.3 NorthWest: Weyerhaeuser Way S Lane 1 251 3.5 1149 0.219 100 5.2 LOS A 1.0 24.9 Full 1600 0.0 0.0 Lane 2d 251 3.5 1149 0.219 100 3.6 LOS A 1.0 24.9 Full 1600 0.0 0.0 Approach 502 3.5 0.219 4.4 LOS A 1.0 24.9 Intersection 1111 2.2 0.219 4.4 LOS A 1.0 24.9 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 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Thursday, February 13, 2020 1:37:31 PM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Greenline BP\LOS\December 2019\NO FUTURE RTOR\Saturday\IRG Federal Way - Sat PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip8 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 140 10 230 142 171 0 0 319 165 Future Volume (vph) 0 0 0 140 10 230 142 171 0 0 319 165 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 0% 0% 1% 0% 1% 1% 2% 0% 0% 2% 5% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s) 40.0 40.0 40.0 40.0 45.0 45.0 Total Split (%) 32.0% 32.0% 32.0% 32.0% 36.0% 36.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize? Recall Mode None None None Min Min Min Intersection Summary Area Type: Other Cycle Length: 125 Actuated Cycle Length: 53.2 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 11: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 11: Weyerhaeuser Way S & SR-18 WB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 140 10 230 142 171 0 0 319 165 Future Volume (veh/h) 0 0 0 140 10 230 142 171 0 0 319 165 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 1885 1870 0 0 1870 1870 Adj Flow Rate, veh/h 140 10 230 142 171 0 0 319 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 1 0 1 1 2 0 0 2 2 Cap, veh/h 415 30 391 258 1738 0 0 754 Arrive On Green 0.24 0.24 0.24 0.14 0.49 0.00 0.00 0.21 0.00 Sat Flow, veh/h 1694 121 1598 1795 3647 0 0 3741 0 Grp Volume(v), veh/h 150 0 230 142 171 0 0 319 0 Grp Sat Flow(s),veh/h/ln 1815 0 1598 1795 1777 0 0 1777 0 Q Serve(g_s), s 2.6 0.0 4.8 2.8 1.0 0.0 0.0 2.9 0.0 Cycle Q Clear(g_c), s 2.6 0.0 4.8 2.8 1.0 0.0 0.0 2.9 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 444 0 391 258 1738 0 0 754 V/C Ratio(X) 0.34 0.00 0.59 0.55 0.10 0.00 0.00 0.42 Avail Cap(c_a), veh/h 1691 0 1488 1672 3783 0 0 3783 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 12.5 15.0 5.2 0.0 0.0 12.8 0.0 Incr Delay (d2), s/veh 0.6 0.0 2.0 2.6 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 0.9 0.0 1.6 1.1 0.2 0.0 0.0 1.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.3 0.0 14.5 17.6 5.2 0.0 0.0 13.3 0.0 LnGrp LOS B A B B A A A B Approach Vol, veh/h 380 313 319 A Approach Delay, s/veh 13.6 10.8 13.3 Approach LOS B B B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 23.4 10.4 13.0 14.2 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 4.8 4.9 6.8 Green Ext Time (p_c), s 1.5 0.6 3.1 2.6 Intersection Summary HCM 6th Ctrl Delay 12.7 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 100 3 210 0 0 0 0 211 145 197 263 0 Future Volume (vph) 100 3 210 0 0 0 0 211 145 197 263 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 431 613 647 676 Travel Time (s) 9.8 13.9 12.6 13.2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 3% 0% 1% 0% 0% 0% 0% 1% 1% 3% 2% 0% 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? Recall Mode None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 44.7 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 12: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 12: Weyerhaeuser Way S & SR-18 EB Ramps 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 3 210 0 0 0 0 211 145 197 263 0 Future Volume (veh/h) 100 3 210 0 0 0 0 211 145 197 263 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1885 1900 1885 0 1885 1885 1856 1870 0 Adj Flow Rate, veh/h 100 3 210 0 211 145 197 263 0 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 1 0 1 0 1 1 3 2 0 Cap, veh/h 391 12 355 0 490 321 568 935 0 Arrive On Green 0.22 0.22 0.22 0.00 0.24 0.24 0.12 0.50 0.00 Sat Flow, veh/h 1759 53 1598 0 2166 1360 1767 1870 0 Grp Volume(v), veh/h 103 0 210 0 181 175 197 263 0 Grp Sat Flow(s),veh/h/ln 1812 0 1598 0 1791 1640 1767 1870 0 Q Serve(g_s), s 1.7 0.0 4.2 0.0 3.1 3.3 2.6 2.9 0.0 Cycle Q Clear(g_c), s 1.7 0.0 4.2 0.0 3.1 3.3 2.6 2.9 0.0 Prop In Lane 0.97 1.00 0.00 0.83 1.00 0.00 Lane Grp Cap(c), veh/h 403 0 355 0 423 388 568 935 0 V/C Ratio(X) 0.26 0.00 0.59 0.00 0.43 0.45 0.35 0.28 0.00 Avail Cap(c_a), veh/h 2264 0 1996 0 1989 1822 1329 2077 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 11.5 0.0 12.5 0.0 11.7 11.8 7.4 5.2 0.0 Incr Delay (d2), s/veh 0.5 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 1.4 0.0 1.0 1.0 0.7 0.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.0 0.0 14.8 0.0 12.7 12.9 7.8 5.5 0.0 LnGrp LOS B A B A B B A A A Approach Vol, veh/h 313 356 460 Approach Delay, s/veh 13.9 12.8 6.5 Approach LOS B B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 13.0 23.0 9.5 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 6.2 4.9 4.6 5.3 Green Ext Time (p_c), s 2.1 2.3 0.6 3.2 Intersection Summary HCM 6th Ctrl Delay 10.5 HCM 6th LOS B Lanes, Volumes, Timings 13: Weyerhaeuser Way S & North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 3 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 9 47 4 212 249 23 Future Volume (vph) 9 47 4 212 249 23 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 (%) 22% 23% 25% 1% 22% 2% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 13: Weyerhaeuser Way S & North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 9 47 4 212 249 23 Future Volume (Veh/h) 9 47 4 212 249 23 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 10 51 4 230 271 25 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 522 284 296 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 522 284 296 tC, single (s) 6.6 6.4 4.3 tC, 2 stage (s) tF (s) 3.7 3.5 2.4 p0 queue free % 98 93 100 cM capacity (veh/h) 480 708 1145 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 61 234 296 Volume Left 10 4 0 Volume Right 51 0 25 cSH 657 1145 1700 Volume to Capacity 0.09 0.00 0.17 Queue Length 95th (ft) 8 0 0 Control Delay (s) 11.0 0.2 0.0 Lane LOS B A Approach Delay (s) 11.0 0.2 0.0 Approach LOS B Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 24.6% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 14: Weyerhaeuser Way S & Mid-North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 5 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 8 42 2 208 275 21 Future Volume (vph) 8 42 2 208 275 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1071 831 502 Travel Time (s) 48.7 22.7 13.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 13% 14% 0% 1% 5% 14% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 14: Weyerhaeuser Way S & Mid-North Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 8 42 2 208 275 21 Future Volume (Veh/h) 8 42 2 208 275 21 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 9 46 2 226 299 23 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 540 310 322 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 540 310 322 tC, single (s) 6.5 6.3 4.1 tC, 2 stage (s) tF (s) 3.6 3.4 2.2 p0 queue free % 98 93 100 cM capacity (veh/h) 483 702 1249 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 55 228 322 Volume Left 9 2 0 Volume Right 46 0 23 cSH 654 1249 1700 Volume to Capacity 0.08 0.00 0.19 Queue Length 95th (ft) 7 0 0 Control Delay (s) 11.0 0.1 0.0 Lane LOS B A Approach Delay (s) 11.0 0.1 0.0 Approach LOS B Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 25.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 15: Weyerhaeuser Way S & WTC Driveway 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 7 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 1 1 210 316 1 Future Volume (vph) 0 1 1 210 316 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1072 719 831 Travel Time (s) 48.7 19.6 22.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 0% 0% 0% 1% 6% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 15: Weyerhaeuser Way S & WTC Driveway 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1 1 210 316 1 Future Volume (Veh/h) 0 1 1 210 316 1 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 1 1 228 343 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 574 344 344 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 574 344 344 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 484 704 1226 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 1 229 344 Volume Left 0 1 0 Volume Right 1 0 1 cSH 704 1226 1700 Volume to Capacity 0.00 0.00 0.20 Queue Length 95th (ft) 0 0 0 Control Delay (s) 10.1 0.0 0.0 Lane LOS B A Approach Delay (s) 10.1 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 26.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 16: Weyerhaeuser Way S & South Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 9 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 17 77 5 194 278 39 Future Volume (vph) 17 77 5 194 278 39 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% 7% 0% 1% 6% 8% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 16: Weyerhaeuser Way S & South Site Access 02/13/2020 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 10 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 17 77 5 194 278 39 Future Volume (Veh/h) 17 77 5 194 278 39 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 18 84 5 211 302 42 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 544 323 344 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 544 323 344 tC, single (s) 6.5 6.3 4.1 tC, 2 stage (s) tF (s) 3.6 3.4 2.2 p0 queue free % 96 88 100 cM capacity (veh/h) 491 707 1226 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 102 216 344 Volume Left 18 5 0 Volume Right 84 0 42 cSH 656 1226 1700 Volume to Capacity 0.16 0.00 0.20 Queue Length 95th (ft) 14 0 0 Control Delay (s) 11.5 0.2 0.0 Lane LOS B A Approach Delay (s) 11.5 0.2 0.0 Approach LOS B Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 29.4% ICU Level of Service A Analysis Period (min) 15 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Appendix D Trip Generation Calculations ITELand UseUnits 1LUC 2In Out Trip Rate In Out TotalTruck % 3Enter Exit Total Enter Exit Total Weekday DailyProposed Use:Industrial Park 972,700 GFA13050%50%EQN1,5321,5323,06413%1991993981,333 1,333 2,666Net New Daily Trips = 1,532 1,532 3,064 199 199 398 1,3331,333 2,666Weekday AM Peak HourProposed Use:Industrial Park 972,700 GFA13081%19%0.403157438913%411051274 64 338Net New AM Peak Hour Trips = 315 74 389 41 10 51 274 64 338Weekday PM Peak HourProposed Use:Industrial Park 972,700 GFA13021%79%0.408230738913%11405171 267 338Net New PM Peak Hour Trips = 82 307 389 11 40 51 71 267 338Saturday Peak HourProposed Use:Industrial Park4972,700 GFA130 32% 68% 0.30 93 199 29213%12 26 3881 173 254Net New Saturday Peak Hour Trips = 93 199 292 12 26 38 81173 254Notes: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, 2017.4. Saturday peak hour trip rate based on the ratio of weekday PM to weekday daily applied to the Saturday daily rate (0.30 = 0.40/3.37*2.54).Woodbridge Business ParkTrip Generation Summary1. GFA = Gross Floor Area.Non-Truck Trip GenerationTruck Trip GenerationDirectional DistributionTrips Generated11/11/2019 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Appendix E CityÊs 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 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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