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17-105489-Traffic Impact Analysis-11-12-2021-V2 Woodbridge Business Park Federal Way, WA Updated Transportation Impact Analysis September 3, 2021 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 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 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 .........................................................................................................25 SimTraffic Queue Analysis....................................................................................................29 Weyerhaeuser Way Assessment ...........................................................................................30 MITIGATION .........................................................................................................................31 Appendices Appendix A – City of Federal Way TIA Scoping Sheet Appendix B – Existing Peak Hour Traffic Count Data Appendix C – Level of Service Calculations Appendix D – Trip Generation Calculations Appendix E – City’s EMME/2 Traffic Model Distribution Plots Appendix F – Pipeline Project Trip Assignments Appendix G – WSDOT Turn Lane Evaluation Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 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 ......................................................16 Figure 7 Weekday PM Peak Hour Net Project Trip Assignment.......................................................17 Figure 8 Saturday PM Peak Hour Net Project Trip Assignment.........................................................18 Figure 9 2023 Without Project Weekday AM Peak Hour Traffic Volumes.........................................19 Figure 10 2023 Without Project Weekday PM Peak Hour Traffic Volumes .......................................20 Figure 11 2023 Without Project Saturday PM Peak Hour Traffic Volumes.........................................21 Figure 12 2023 With Project Weekday AM Peak Hour Traffic Volumes...........................................22 Figure 13 2023 With Project Weekday PM Peak Hour Traffic Volumes ...........................................23 Figure 14 2023 With Project Saturday PM Peak Hour Traffic Volumes.............................................24 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............................................................................................14 Table 5 Future 2023 Saturday Peak Hour Level of Service Summary...............................................25 Table 6 Future 2023 Weekday Peak Hour Level of Service Summary .............................................26 Table 7 Future 2023 Weekday Peak Hour Site Access Level of Service Summary .............................28 Table 8 Future 2023 Saturday Peak Hour Site Access Level of Service Summary...............................29 Table 9 Weekday AM Peak Hour Queue Summary.....................................................................29 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 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 July 17, 2020; the updates address City of Federal Way TIA Review Comments dated March 19, 2021. Project Proposal. The project proposal includes the development of up to 972,000 square feet (SF) of industrial park building area on a site located between I-5 and Weyerhaeuser Way S, north of S 336th Street and south of S 323rd Street. 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 2023. Trip Generation. Woodbridge Business Park is estimated to generate 3,063 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). The Woodbridge Business Park is estimated to generate 292 new trips during the Saturday PM peak hour (93 in, 199 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 all study intersections are estimated to operate at acceptable levels (meeting City and WSDOT standards) in 2023 with the Woodbridge Business Park development. 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 City’s traffic impact fee (TIF) program. Site Access Evaluation. Driveway Spacing Based on the latest site plan, the proposed site access driveway locations meet minimum City of Federal Way spacing standards. 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 show that all individual movements at the proposed site access locations are anticipated to operate at LOS D or better in 2023 during the weekday AM, weekday PM, and Saturday PM peak hours with minimal vehicle queuing. Turn Lane Evaluation Evaluation of the need for a southbound right-turn lane on Weyerhaeuser Way S was conducted at each of the site driveway locations based on the WSDOT Design Manual Chapter 1310 (Right-Turn Lane Guidelines. Based on the results of the analysis, southbound right-turn lanes into the project from Weyerhaeuser Way S are not proposed. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 2 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 2023, 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. Mitigation. City Traffic Impact Fee 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). Fees are calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. As of the date of this study, the current TIF fee for industrial park is $3.26 per square foot. Impact fees are subject to change. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 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 July 17, 2020; the updates address City of Federal Way TIA Review Comments dated March 19, 2021. Project Description The project proposal includes the development of up to 972,000 square feet (SF) of industrial park building area on a site located between I-5 and Weyerhaeuser Way S, north of S 336th Street and south of S 323rd Street. 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 2023. 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 City’s 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 September 3, 2021 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 (2023 Without-Project and 2023 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. ITE Trip Generation Handbook, 3rd Edition, 2017. ITE Trip Generation Manual 10th Edition Supplement, 2020. 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 September 3, 2021 Page 5 Figure 1 Project Site Vicinity Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 6 Figure 2 Preliminary Site Plan Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 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 (from S 320th St to S 336th St)North-South Principal Collector 35 mph 2-3 None Both Sides Weyerhaeuser Way S (from S 336th St to SR-18)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 and King County Metro. The nearest public transit stops are located on S 336th Street west of Weyerhaeuser Way S serving Pierce Transit Route 501 and on S 320th Street east of 32nd Avenue S serving King County Metro Route 181. 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. Route 181 provides service to/from Twin Lakes P&R to Auburn Station to Green River College. The current schedule for Route 181 includes approximately 30-minute headways between 5:00 a.m. and 9:30 p.m. on weekdays and between 7:00 a.m. and 9:30 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 September 3, 2021 Page 8 Figure 3 2019 Existing Weekday AM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 9 Figure 4 2019 Existing Weekday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 10 Figure 5 2019 Existing Saturday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 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 the only City Center intersections included in the analysis were the 23rd Ave S and 25th Ave S intersections with S 320th Street because these were the only City Center intersections impacted by 100 or more project trips, consistent with City guidelines and the traffic scoping sheet provided by the City. 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 9 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 signalized study intersections. The analysis at the I-5 ramp intersections with S 320th Street and the SR-18 ramp intersections with Weyerhaeuser Way S have been updated to account for a right-turn on red reduction based on counts conducted in January 2020. 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 September 3, 2021 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 10.5 0.41 B 18.3 0.60 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 9.0 0.37 B 14.0 0.68 11. Weyerhaeuser Way S / SR-18 WB Ramps B 14.6 -B 18.9 - 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 Northbound Thru A 0.0 0.17 A 0.0 0.19 Southbound Thru A 0.0 0.16 A 0.0 0.19 Southbound Right-Turn A 0.0 0.01 A 0.0 0.00 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 A 9.2 - 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 September 3, 2021 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 Way’s 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 City’s 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 2023). 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). At the time of this study, a tenant has not been identified for the proposed Woodbridge Business Park development. The industrial park land use is characterized by a mix of manufacturing, service, and warehouse facilities and was deemed appropriate for trip generation estimates by City staff given the uncertainty about the future tenant of the proposed project. Additional analysis may be required if the trips generated by the future known tenant exceed what is documented in this report. The trip generation estimates include both non-truck (passenger vehicles) and truck estimates. The weekday truck trip generation estimates were based on the truck trip rates documented in the ITE Trip Generation Manual 10th Edition Supplement (dated February 2020). No truck trip rates for LUC 130 on a Saturday are documented in the ITE Trip Generation Manual 10th Edition Supplement. Therefore, the truck trip generation estimates for Saturday PM peak hour were based on information included in the ITE Trip Generation Handbook 3rd Edition. 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. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 14 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 659 658 1,317 873 873 1,746 1,532 1,531 3,063 Weekday AM Peak Hour 308 65 373 7 9 16 315 74 389 Weekday PM Peak Hour 76 297 373 6 10 16 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 3,063 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. Note that the truck trip generation estimates have been updated utilizing truck trip rates documented in the ITE Trip Generation Manual, 10th Edition Supplement (February 2020) for LUC 130. Project Trip Distribution and Assignment The distribution of the weekday PM peak hour project trips generated by the proposed Woodbridge Business Park development was based on EMME/2 traffic model distribution plots (provided by the City). The EMME/2 traffic model distribution plots are for the weekday PM peak hour and are included in Appendix E. The weekday AM and Saturday PM peak hour project trip assignments were estimated based on factoring the EMME/2 traffic model distribution plots for the weekday PM peak hour to match the project trip generation estimates for the weekday AM and Saturday PM peak hours. General trip distribution patterns in the vicinity of the proposed project based on review of the distribution plots are summarized as follows: Entering traffic on Weyerhaeuser Way S: 90% from the north, 10% from the south Exiting traffic on Weyerhaeuser Way S: 15% to the north, 85% to the south 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. Note that the truck trip assignment has been updated to only show trucks using truck routes (not traveling through a residential neighborhood). Future Traffic Volumes The anticipated buildout year for the Woodbridge Business Park development is 2023. Note that the future buildout year was updated in this report and traffic analysis using new 2019 traffic counts and future traffic growth for four (4) years. Future 2023 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 2023 weekday AM, weekday PM, and Saturday PM peak hour traffic volumes without the project. In addition to the Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 15 background growth rate, trips from the following developments (pipeline projects) 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 weekday AM, weekday PM, and Saturday PM peak hour pipeline project trip assignment at the study intersections are included in Appendix F. The resulting future 2023 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 2023 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 2023 Without Project traffic volumes (shown in Figures 9-11). The resulting future 2023 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 September 3, 2021 Page 16 Figure 6 Weekday AM Peak Hour Net Project Trip Assignment Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 17 Figure 7 Weekday PM Peak Hour Net Project Trip Assignment Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 18 Figure 8 Saturday PM Peak Hour Net Project Trip Assignment Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 19 Figure 9 2023 Without Project Weekday AM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 20 Figure 10 2023 Without Project Weekday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 21 Figure 11 2023 Without Project Saturday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 22 Figure 12 2023 With Project Weekday AM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 23 Figure 13 2023 With Project Weekday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 24 Figure 14 2023 With Project Saturday PM Peak Hour Traffic Volumes Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 25 Future Level of Service Future year Level of Service (LOS) analyses were conducted at the study intersections for the following future year 2023 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. Note that the westbound right-turn lane at the SR-18 WB off-ramp is proposed to be extended to 300 feet as a condition of IRG Buildings A and B. The future westbound right-turn lane extension has been included in the future 2023 without project and with project analysis. Additionally, the City is currently working on signal timing modifications on the S 320th Street corridor that will improve the operations of this corridor. These signal timing changes are not reflected in the future analysis and therefore the analysis could be considered conservative. The future 2023 weekday AM, weekday PM, and Saturday PM peak hour LOS results are summarized in Tables 5 and 6 next. Note that the analysis at the I-5 ramp intersections with S 320th Street and the SR-18 ramp intersections with Weyerhaeuser Way S have been updated to account for a right-turn on red reduction based on counts conducted in January 2020. As shown in Tables 5 and 6, all study intersections are anticipated to operate at acceptable levels in 2023 (meeting City and WSDOT LOS standards) with the proposed Woodbridge Business Park during the weekday AM, weekday PM, and Saturday PM peak hours. The detailed LOS worksheets are included in Appendix C. Table 5 Future 2023 Saturday Peak Hour Level of Service Summary 2023 Without Project 2023 With Project Study Intersection/Movement LOS Delay (sec)v/c LOS Delay (sec)v/c 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 9.9 0.07 Northbound Left-Turn A 7.6 0.00 A 7.8 0.02 Northbound Thru A 0.0 0.12 A 0.0 0.13 Southbound Thru A 0.0 0.11 A 0.0 0.15 Southbound Right-Turn A 0.0 0.00 A 0.0 0.00 Roundabout 2. Weyerhaeuser Way S / S 336th Street A 6.7 0.24 A 7.2 0.25 3. Weyerhaeuser Way S / 33rd Place S A 4.3 0.21 A 4.4 0.23 Signalized 4. Weyerhaeuser Way S / SR-18 WB Ramps B 10.0 -B 10.2 - 5. Weyerhaeuser Way S / SR-18 EB Ramps A 9.1 -A 9.1 - Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 26 Table 6 Future 2023 Weekday Peak Hour Level of Service Summary 2023 Without Project 2023 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 24.0 0.50 C 24.1 0.52 2. 25th Avenue S / S 320th Street B 10.6 0.46 B 10.5 0.49 3. I-5 SB Ramps / S 320th Street B 13.6 -B 13.6 - 4. I-5 NB Ramps / S 320th Street C 28.4 -C 29.9 - 5. 32nd Avenue S / S 320th Street A 4.4 0.40 A 4.3 0.43 6. Weyerhaeuser Way S / S 320th Street B 11.2 0.49 B 11.9 0.62 11. Weyerhaeuser Way S / SR-18 WB Ramps B 19.1 -B 19.3 - 12. Weyerhaeuser Way S / SR-18 EB Ramps B 16.0 -B 16.3 - Roundabout 7. 32nd Avenue S / S 323rd Street A 4.0 0.14 A 4.7 0.25 9. Weyerhaeuser Way S / S 336th Street A 7.7 0.47 A 8.1 0.48 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 14.3 0.00 C 15.7 0.00 Eastbound Right-Turn B 11.9 0.04 C 18.6 0.40 Northbound Left-Turn A 9.3 0.15 B 10.3 0.19 Northbound Thru A 0.0 0.19 A 0.0 0.20 Southbound Thru A 0.0 0.30 A 0.0 0.41 Southbound Right-Turn A 0.0 0.06 A 0.0 0.05 Weekday PM Peak Hour Signalized 1. 23rd Avenue S / S 320th Street D 41.1 0.81 D 41.3 0.82 2. 25th Avenue S / S 320th Street B 13.5 0.68 B 13.5 0.68 3. I-5 SB Ramps / S 320th Street C 29.0 -C 29.5 - 4. I-5 NB Ramps / S 320th Street B 18.6 -B 18.6 - 5. 32nd Avenue S / S 320th Street B 17.3 0.77 B 18.2 0.79 6. Weyerhaeuser Way S / S 320th Street B 16.7 0.75 B 18.1 0.77 11. Weyerhaeuser Way S / SR-18 WB Ramps C 25.4 -C 27.3 - 12. Weyerhaeuser Way S / SR-18 EB Ramps C 31.2 -D 36.6 - Roundabout 7. 32nd Avenue S / S 323rd Street A 3.4 0.10 A 3.6 0.12 9. Weyerhaeuser Way S / S 336th Street A 9.5 0.64 B 12.6 0.74 10. Weyerhaeuser Way S / 33rd Place S A 5.4 0.53 A 5.7 0.62 Stop Controlled 8. Weyerhaeuser Way / S 323rd Street Eastbound Left-Turn C 15.8 0.04 C 18.3 0.05 Eastbound Right-Turn B 12.4 0.27 B 13.7 0.34 Northbound Left-Turn A 8.1 0.01 A 8.3 0.03 Northbound Thru A 0.0 0.24 A 0.0 0.25 Southbound Thru A 0.0 0.23 A 0.0 0.26 Southbound Right-Turn A 0.0 0.01 A 0.0 0.01 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 27 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 2023 With Project weekday AM, weekday PM, and Saturday PM peak hour traffic volumes at the driveways were shown previously in Figures 12-14. 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 Tables 7 and 8. As shown in Tables 7 and 8 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 2023 during the weekday AM, weekday PM, and Saturday PM peak hours with minimal vehicle queuing. Turn Lane Evaluation Evaluation of the need for a southbound right-turn lane was conducted at each of the site driveway locations on Weyerhaeuser Way S for the weekday AM peak hour scenario, which is the scenario with the highest number of entering trips. The potential need for turn lanes was based on the WSDOT Design Manual Chapter 1310.03(3) Right-Turn Lanes. Future 2023 traffic volumes during the weekday AM peak hour used in the turn lane evaluation were shown previously in Figure 12. Based on future 2023 weekday AM peak hour traffic volumes and Exhibit 1310-11 (Right-Turn Lane Guidelines), a southbound right-turn lane into the site should be considered at the following driveway locations: North driveway on Weyerhaeuser Way S North middle driveway on Weyerhaeuser Way S South driveway on Weyerhaeuser Way S The WSDOT turn lane exhibits used in the evaluation are included in Appendix G. Although the estimated peak hour traffic volumes suggest that southbound right-turn lanes should be considered, there are a number of other factors to consider, including (but not limited to): The existing pedestrian activity in the vicinity of the project is minimal and is expected to continue to be minimal with the proposed project. There are not restrictive geometrics that would require right-turning vehicles to slow greatly below the speed of the through traffic. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 28 The results of the capacity analysis discuss later indicate that the existing 2/3-lane road section would be adequate for projected volumes. Each of the proposed driveways is expected to operate at acceptable levels with minimal queuing with the proposed project. Southbound right-turn lanes into the proposed project from Weyerhaeuser Way S are not proposed. Table 7 Future 2023 Weekday Peak Hour Site Access Level of Service Summary 2023 With Project Study Intersection/Movement LOS Delay (sec)v/c 95th % Queue (ft) Weekday AM Peak Hour A. Weyerhaeuser Way S & North Site Access Eastbound Left-Right C 17.7 0.06 < 25’ Northbound Left-Through A 0.4 0.01 < 25’ Southbound Through-Right A 0.0 0.45 0’ B. Weyerhaeuser Way S & Mid-North Site Access Eastbound Left-Right C 15.8 0.05 < 25’ Northbound Left-Through A 0.7 0.02 < 25’ Southbound Through-Right A 0.0 0.41 0’ C. Weyerhaeuser Way S & Mid-South Site Access Eastbound Left-Right B 14.7 0.01 < 25’ Northbound Left-Through A 0.5 0.02 < 25’ Southbound Through-Right A 0.0 0.38 0’ D. Weyerhaeuser Way S & South Site Access Eastbound Left-Right B 14.9 0.09 < 25’ Northbound Left-Through A 0.9 0.03 < 25’ Southbound Through-Right A 0.0 0.37 0’ Weekday PM Peak Hour A. Weyerhaeuser Way S & North Site Access Eastbound Left-Right C 17.1 0.23 25’ Northbound Left-Through A 0.1 0.00 0’ Southbound Through-Right A 0.0 0.38 0’ B. Weyerhaeuser Way S & Mid-North Site Access Eastbound Left-Right C 19.2 0.30 25’ Northbound Left-Through A 0.2 0.01 0’ Southbound Through-Right A 0.0 0.41 0’ C. Weyerhaeuser Way S & Mid-South Site Access Eastbound Left-Right C 19.0 0.11 < 25’ Northbound Left-Through A 0.1 0.00 0’ Southbound Through-Right A 0.0 0.45 0’ D. Weyerhaeuser Way S & South Site Access Eastbound Left-Right D 27.6 0.55 75’ Northbound Left-Through A 0.3 0.01 < 25’ Southbound Through-Right A 0.0 0.46 0’ Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 29 Table 8 Future 2023 Saturday Peak Hour Site Access Level of Service Summary 2023 With Project Study Intersection/Movement LOS Delay (sec)v/c 95th % Queue (ft) Saturday PM Peak Hour A. Weyerhaeuser Way S & North Site Access Eastbound Left-Right B 11.1 0.09 < 25’ Northbound Left-Through A 0.1 0.00 0’ Southbound Through-Right A 0.0 0.18 0’ B. Weyerhaeuser Way S & Mid-North Site Access Eastbound Left-Right B 11.1 0.09 < 25’ Northbound Left-Through A 0.1 0.00 0’ Southbound Through-Right A 0.0 0.19 0’ C. Weyerhaeuser Way S & Mid-South Site Access Eastbound Left-Right B 10.1 0.00 0’ Northbound Left-Through A 0.0 0.00 0’ Southbound Through-Right A 0.0 0.20 0’ D. Weyerhaeuser Way S & South Site Access Eastbound Left-Right B 11.4 0.15 25’ Northbound Left-Through A 0.3 0.01 0’ Southbound Through-Right A 0.0 0.20 0’ SimTraffic Queue Analysis Future 2023 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 9. Table 9 Weekday AM Peak Hour Queue Summary Study Intersection/Movement Storage (feet) 2023 Baseline 2023 With- Project I-5 SB Ramps / S 320th Street Eastbound Right-Turn 400’100'100’ Westbound Left-Turn 200’175’175’ Southbound Left-Turn 375’175’200’ Southbound Left-Thru 1,575’150’150’ Southbound Right-Turn 1,575’225’225’ I-5 NB Ramps / S 320th Street Northbound Left-Turn 275’250’275’ Northbound Left-Thru-Right 1,300’350’425’ Weyerhaeuser Way S / SR-18 WB Ramps Westbound Left-Turn 1,125’150’200’ Westbound Right-Turn 300’275’300’ Northbound Left-Turn 395’175’200’ Weyerhaeuser Way S / SR-18 EB Ramps Eastbound Left-Turn 1,750’250’250’ Eastbound Right-Turn 430’75’75’ Southbound Left-Turn 520’150’200’ Note: all queues represent 95th percentile queues Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 30 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 2023 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. Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA TENW September 3, 2021 Page 31 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). Fees are calculated based on the impact fee schedule in effect at the time a completed building permit application is filed and paid prior to permit issuance. As of the date of this study, the current TIF fee for industrial park is $3.26 per square foot. Impact fees are subject to change. 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 09/03/2021 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) 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 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 22.0 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:EBWB and 6:EBWB, 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 09/03/2021 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 (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 0.99 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 1775 1580 Flt Permitted 0.17 1.00 0.17 1.00 0.73 1.00 0.75 1.00 Satd. Flow (perm) 309 5014 322 4875 1388 1674 1395 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 72.6 67.3 72.6 69.0 19.4 9.0 19.4 18.0 Effective Green, g (s) 72.6 67.3 72.6 69.0 19.4 9.0 19.4 18.0 Actuated g/C Ratio 0.66 0.61 0.66 0.63 0.18 0.08 0.18 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) 250 3067 282 3057 250 136 281 258 v/s Ratio Prot 0.00 0.26 c0.01 c0.27 0.00 0.00 c0.03 0.01 v/s Ratio Perm 0.07 0.17 0.01 c0.03 v/c Ratio 0.10 0.42 0.28 0.43 0.04 0.04 0.37 0.04 Uniform Delay, d1 6.9 11.1 7.3 10.4 37.5 46.5 39.6 38.7 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 0.1 0.1 0.8 0.1 Delay (s) 5.9 8.6 6.0 8.7 37.6 46.7 40.4 38.8 Level of Service A A A A D D D D Approach Delay (s) 8.6 8.6 43.1 40.0 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 10.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.41 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 09/03/2021 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) 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 D.P+P NA Perm D.P+P NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 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 09/03/2021 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 (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 0.26 1.00 1.00 0.28 1.00 0.95 1.00 1.00 Satd. Flow (perm) 490 3505 1599 537 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 D.P+P NA Perm D.P+P NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 8 Actuated Green, G (s) 37.8 34.9 34.9 36.8 36.8 0.7 5.3 0.6 Effective Green, g (s) 37.8 34.9 34.9 36.8 36.8 0.7 5.3 0.6 Actuated g/C Ratio 0.67 0.62 0.62 0.66 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 3.1 5.4 4.4 3.5 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) 3.2 5.4 4.4 3.6 4.9 113.1 23.0 27.5 Level of Service A A A A A F C C Approach Delay (s) 5.2 4.9 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 09/03/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 5 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 D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 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:EBWB and 6:WBT, 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 09/03/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - AM Peak Hour Page 6 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 559 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 D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 4 Actuated Green, G (s) 78.2 78.2 88.2 93.2 6.8 6.8 Effective Green, g (s) 78.2 78.2 88.2 93.2 6.8 6.8 Actuated g/C Ratio 0.71 0.71 0.80 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 556 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 0.37 0.32 0.39 0.06 Uniform Delay, d1 6.1 4.7 5.2 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 0.2 0.3 0.5 0.1 Delay (s) 6.5 4.8 5.4 2.0 50.1 48.7 Level of Service A A A A D D Approach Delay (s) 6.4 2.6 49.6 Approach LOS A A D Intersection Summary HCM 2000 Control Delay 9.0 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 07/20/2020 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 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 Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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:NBTL and 6:SBT, Start of Green Natural Cycle: 70 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 07/20/2020 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 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 1826 1900 1870 1870 1870 0 0 1870 1767 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, %5 0 2 2 2 0 0 2 9 Cap, veh/h 282 0 247 849 2626 0 0 2102 Arrive On Green 0.16 0.00 0.16 0.19 1.00 0.00 0.00 0.59 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 5.9 0.0 0.0 0.0 3.5 0.0 Cycle Q Clear(g_c), s 7.1 0.0 10.8 5.9 0.0 0.0 0.0 3.5 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 282 0 247 849 2626 0 0 2102 V/C Ratio(X)0.52 0.00 0.76 0.34 0.13 0.00 0.00 0.14 Avail Cap(c_a), veh/h 590 0 517 1055 2626 0 0 2102 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 4.6 0.0 0.0 0.0 8.6 0.0 Incr Delay (d2), s/veh 2.1 0.0 6.7 0.3 0.1 0.0 0.0 0.1 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 1.4 0.0 0.0 0.0 1.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.0 0.0 45.1 4.9 0.1 0.0 0.0 8.8 0.0 LnGrp LOS D A D A A A A A Approach Vol, veh/h 335 623 291 A Approach Delay, s/veh 42.4 2.3 8.8 Approach LOS D A A Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 75.2 14.0 61.2 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 7.9 5.5 12.8 Green Ext Time (p_c), s 3.4 1.1 2.5 2.0 Intersection Summary HCM 6th Ctrl Delay 14.6 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 - 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 09/03/2021 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) 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 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:EBWB and 6:EBWB, 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 09/03/2021 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 (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 1669 1503 1787 1555 Flt Permitted 0.06 1.00 0.12 1.00 0.69 1.00 0.62 1.00 Satd. Flow (perm) 105 5077 227 5040 1208 1503 1173 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 113.6 109.6 113.6 106.9 28.4 13.9 28.4 23.8 Effective Green, g (s) 113.6 109.6 113.6 106.9 28.4 13.9 28.4 23.8 Actuated g/C Ratio 0.71 0.68 0.71 0.67 0.18 0.09 0.18 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) 145 3477 200 3367 227 130 263 231 v/s Ratio Prot c0.02 c0.32 0.00 c0.42 0.00 0.01 c0.05 0.01 v/s Ratio Perm 0.30 0.10 0.01 c0.05 v/c Ratio 0.45 0.46 0.14 0.63 0.08 0.09 0.54 0.05 Uniform Delay, d1 13.6 11.6 8.2 15.2 54.7 67.2 58.8 58.4 Progression Factor 2.45 0.50 0.93 1.35 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.9 0.4 0.2 0.7 0.2 0.3 2.1 0.1 Delay (s) 35.3 6.2 7.8 21.1 54.9 67.5 60.9 58.5 Level of Service D A A C D E E E Approach Delay (s) 7.4 20.9 64.9 60.2 Approach LOS A C E E Intersection Summary HCM 2000 Control Delay 18.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60 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 09/03/2021 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) 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 D.P+P NA Perm D.P+P NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 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 09/03/2021 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 (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 0.22 1.00 1.00 0.11 1.00 0.95 1.00 Satd. Flow (perm) 423 3539 1568 209 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 D.P+P NA Perm D.P+P NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 8 Actuated Green, G (s) 38.1 36.4 36.4 37.1 37.0 10.2 10.2 Effective Green, g (s) 38.1 36.4 36.4 37.1 37.0 10.2 10.2 Actuated g/C Ratio 0.62 0.59 0.59 0.61 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 4.8 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) 4.8 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 09/03/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 5 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 D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 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:EBWB and 6:WBT, 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 09/03/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2019 Existing - PM Peak Hour Page 6 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 0.11 1.00 0.98 1.00 Satd. Flow (perm) 3539 1599 208 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 D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 4 Actuated Green, G (s) 106.0 106.0 116.0 121.0 9.0 9.0 Effective Green, g (s) 106.0 106.0 116.0 121.0 9.0 9.0 Actuated g/C Ratio 0.76 0.76 0.83 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 281 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 0.69 0.30 0.56 0.08 Uniform Delay, d1 7.7 4.4 23.7 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 5.5 0.2 2.1 0.1 Delay (s) 8.7 4.5 29.1 2.0 65.7 61.8 Level of Service A A C A E E Approach Delay (s) 8.4 6.7 64.3 Approach LOS A A E Intersection Summary HCM 2000 Control Delay 14.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.68 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 07/20/2020 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 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 Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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: 97.1 Natural Cycle: 75 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 07/20/2020 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 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 1870 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, %2 0 1 1 1 0 0 1 1 Cap, veh/h 622 29 574 409 1653 0 0 956 Arrive On Green 0.36 0.36 0.36 0.11 0.46 0.00 0.00 0.27 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 12.8 0.0 15.1 4.7 2.9 0.0 0.0 9.6 0.0 Cycle Q Clear(g_c), s 12.8 0.0 15.1 4.7 2.9 0.0 0.0 9.6 0.0 Prop In Lane 0.96 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 652 0 574 409 1653 0 0 956 V/C Ratio(X)0.65 0.00 0.73 0.47 0.17 0.00 0.00 0.62 Avail Cap(c_a), veh/h 1101 0 970 1162 2174 0 0 2174 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 17.6 0.0 18.3 14.3 10.3 0.0 0.0 21.3 0.0 Incr Delay (d2), s/veh 1.6 0.0 2.6 1.2 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 5.2 0.0 5.5 1.8 1.0 0.0 0.0 3.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.2 0.0 20.9 15.4 10.4 0.0 0.0 22.2 0.0 LnGrp LOS B A C B B A A C Approach Vol, veh/h 843 466 596 A Approach Delay, s/veh 20.1 12.5 22.2 Approach LOS C B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 36.3 12.8 23.5 29.6 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 4.9 6.7 11.6 17.1 Green Ext Time (p_c), s 2.6 0.9 5.9 6.6 Intersection Summary HCM 6th Ctrl Delay 18.9 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 - 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 07/20/2020 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 Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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: 45.2 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 07/20/2020 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 1856 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 3 Cap, veh/h 312 22 294 634 1767 0 0 799 Arrive On Green 0.18 0.18 0.18 0.11 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 1.7 0.8 0.0 0.0 1.6 0.0 Cycle Q Clear(g_c), s 2.4 0.0 2.1 1.7 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 334 0 294 634 1767 0 0 799 V/C Ratio(X)0.46 0.00 0.42 0.23 0.09 0.00 0.00 0.28 Avail Cap(c_a), veh/h 2026 0 1783 2432 4532 0 0 4568 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 11.4 0.0 11.3 6.4 4.2 0.0 0.0 10.1 0.0 Incr Delay (d2), s/veh 1.4 0.0 1.3 0.3 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 0.4 0.1 0.0 0.0 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.8 0.0 12.6 6.6 4.2 0.0 0.0 10.4 0.0 LnGrp LOS B A B A A A A B Approach Vol, veh/h 275 310 226 A Approach Delay, s/veh 12.7 5.3 10.4 Approach LOS B A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 20.6 8.6 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 3.7 3.6 4.4 Green Ext Time (p_c), s 1.5 0.7 2.1 2.0 Intersection Summary HCM 6th Ctrl Delay 9.2 HCM 6th LOS A 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 2023 Without Project Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 87 1060 21 154 925 144 12 89 128 263 82 62 Future Volume (vph) 87 1060 21 154 925 144 12 89 128 263 82 62 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 87 1060 21 154 925 144 12 89 128 263 82 62 Future Volume (vph) 87 1060 21 154 925 144 12 89 128 263 82 62 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 5072 3467 4861 1805 1570 1568 3335 1587 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3183 5072 3467 4861 1805 1570 1568 3335 1587 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) 92 1116 22 162 974 152 13 94 135 277 86 65 RTOR Reduction (vph) 0 1 0 0 14 0 0 0 92 0 28 0 Lane Group Flow (vph) 92 1137 0 162 1112 0 13 94 43 277 123 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) 6.6 55.7 9.5 58.6 2.5 11.3 20.8 13.5 22.3 Effective Green, g (s) 6.6 55.7 9.5 58.6 2.5 11.3 20.8 13.5 22.3 Actuated g/C Ratio 0.06 0.51 0.09 0.53 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) 190 2568 299 2589 41 161 374 409 321 v/s Ratio Prot 0.03 c0.22 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 0.44 0.54 0.43 0.32 0.58 0.11 0.68 0.38 Uniform Delay, d1 50.1 17.3 48.2 15.6 52.9 47.1 37.0 46.2 37.9 Progression Factor 1.00 1.00 1.21 0.34 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.6 1.0 0.5 1.6 3.5 0.0 3.5 0.3 Delay (s) 50.8 17.8 59.2 5.8 54.5 50.6 37.0 49.6 38.2 Level of Service D B E A D D D D D Approach Delay (s) 20.3 12.5 43.2 45.6 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 0.51 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 26 1401 31 81 1236 113 11 5 12 105 4 36 Future Volume (vph) 26 1401 31 81 1236 113 11 5 12 105 4 36 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 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:EBWB and 6:EBWB, 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 26 1401 31 81 1236 113 11 5 12 105 4 36 Future Volume (vph) 26 1401 31 81 1236 113 11 5 12 105 4 36 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 0.99 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 5016 1769 4876 1802 1668 1775 1578 Flt Permitted 0.15 1.00 0.13 1.00 0.73 1.00 0.75 1.00 Satd. Flow (perm) 268 5016 237 4876 1384 1668 1393 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) 27 1475 33 85 1301 119 12 5 13 111 4 38 RTOR Reduction (vph) 0 2 0 0 7 0 0 12 0 0 32 0 Lane Group Flow (vph) 27 1506 0 85 1413 0 12 6 0 111 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 72.8 67.1 72.8 69.2 19.2 9.1 19.2 17.8 Effective Green, g (s) 72.8 67.1 72.8 69.2 19.2 9.1 19.2 17.8 Actuated g/C Ratio 0.66 0.61 0.66 0.63 0.17 0.08 0.17 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) 225 3059 236 3067 246 137 278 255 v/s Ratio Prot 0.00 c0.30 c0.02 0.29 0.00 0.00 c0.04 0.01 v/s Ratio Perm 0.08 0.22 0.01 c0.03 v/c Ratio 0.12 0.49 0.36 0.46 0.05 0.04 0.40 0.04 Uniform Delay, d1 7.1 12.0 7.9 10.7 37.7 46.4 40.0 38.9 Progression Factor 0.81 0.71 1.00 0.82 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.5 0.9 0.5 0.1 0.1 0.9 0.1 Delay (s) 6.0 9.0 8.7 9.2 37.8 46.6 40.9 39.0 Level of Service A A A A D D D D Approach Delay (s) 8.9 9.1 43.1 40.4 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 10.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.46 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1083 351 187 935 0 0 0 0 247 1 534 Future Volume (vph) 0 1083 351 187 935 0 0 0 0 247 1 534 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1083 351 187 935 0 0 0 0 247 1 534 Future Volume (veh/h) 0 1083 351 187 935 0 0 0 0 247 1 534 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 1083 261 187 935 0 248 0 200 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 2526 1136 423 2849 0 357 0 472 Arrive On Green 0.00 0.95 0.95 0.02 0.27 0.00 0.10 0.00 0.10 Sat Flow, veh/h 0 3618 1585 1753 3618 0 3534 0 4680 Grp Volume(v), veh/h 0 1083 261 187 935 0 248 0 200 Grp Sat Flow(s),veh/h/ln 0 1763 1585 1753 1763 0 1767 0 1560 Q Serve(g_s), s 0.0 2.7 1.1 2.8 23.4 0.0 7.5 0.0 4.4 Cycle Q Clear(g_c), s 0.0 2.7 1.1 2.8 23.4 0.0 7.5 0.0 4.4 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2526 1136 423 2849 0 357 0 472 V/C Ratio(X) 0.00 0.43 0.23 0.44 0.33 0.00 0.70 0.00 0.42 Avail Cap(c_a), veh/h 0 2526 1136 741 2849 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 0.75 0.75 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.8 0.8 3.2 16.3 0.0 47.8 0.0 46.4 Incr Delay (d2), s/veh 0.0 0.5 0.4 0.4 0.2 0.0 2.4 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.7 0.4 0.8 11.0 0.0 3.4 0.0 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.3 1.2 3.6 16.6 0.0 50.3 0.0 47.1 LnGrp LOS A A A A B A D A D Approach Vol, veh/h 1344 1122 448 Approach Delay, s/veh 1.3 14.4 48.8 Approach LOS A B D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 10.1 83.8 16.1 93.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+I1), s 4.8 4.7 9.5 25.4 Green Ext Time (p_c), s 0.3 13.2 1.6 9.8 Intersection Summary HCM 6th Ctrl Delay 13.6 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 0 882 0 0 729 331 420 2 531 0 0 0 Future Volume (vph) 0 882 0 0 729 331 420 2 531 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 0 882 0 0 729 331 420 2 531 0 0 0 Future Volume (veh/h) 0 882 0 0 729 331 420 2 531 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 0 0 1841 1811 1856 1900 1856 Adj Flow Rate, veh/h 0 882 0 0 729 0 358 88 295 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 0 0 4 6 3 0 3 Cap, veh/h 0 2319 0 0 2282 453 98 329 Arrive On Green 0.00 0.22 0.00 0.00 0.65 0.00 0.26 0.26 0.26 Sat Flow, veh/h 0 3741 0 0 3681 0 1767 383 1284 Grp Volume(v), veh/h 0 882 0 0 729 0 358 0 383 Grp Sat Flow(s),veh/h/ln 0 1777 0 0 1749 0 1767 0 1667 Q Serve(g_s), s 0.0 23.3 0.0 0.0 10.1 0.0 20.8 0.0 24.4 Cycle Q Clear(g_c), s 0.0 23.3 0.0 0.0 10.1 0.0 20.8 0.0 24.4 Prop In Lane 0.00 0.00 0.00 0.00 1.00 0.77 Lane Grp Cap(c), veh/h 0 2319 0 0 2282 453 0 428 V/C Ratio(X) 0.00 0.38 0.00 0.00 0.32 0.79 0.00 0.90 Avail Cap(c_a), veh/h 0 2319 0 0 2282 498 0 470 HCM Platoon Ratio 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.74 0.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 24.1 0.0 0.0 8.4 0.0 38.1 0.0 39.5 Incr Delay (d2), s/veh 0.0 0.4 0.0 0.0 0.3 0.0 8.0 0.0 18.7 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 11.2 0.0 0.0 3.6 0.0 9.8 0.0 12.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 24.5 0.0 0.0 8.7 0.0 46.2 0.0 58.2 LnGrp LOS A C A A A D A E Approach Vol, veh/h 882 729 A 741 Approach Delay, s/veh 24.5 8.7 52.4 Approach LOS C A D Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 76.8 76.8 33.2 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 25.3 12.1 26.4 Green Ext Time (p_c), s 9.0 7.2 1.8 Intersection Summary HCM 6th Ctrl Delay 28.4 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - AM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1020 423 97 1015 0 34 0 16 0 0 1 Future Volume (vph) 4 1020 423 97 1015 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 D.P+P NA Perm D.P+P NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 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: 43.4 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - AM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1020 423 97 1015 0 34 0 16 0 0 1 Future Volume (vph) 4 1020 423 97 1015 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 0.23 1.00 1.00 0.20 1.00 0.95 1.00 1.00 Satd. Flow (perm) 429 3505 1599 374 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 1074 445 102 1068 0 36 0 17 0 0 1 RTOR Reduction (vph) 0 0 208 0 0 0 0 15 0 0 1 0 Lane Group Flow (vph) 4 1074 237 102 1068 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 D.P+P NA Perm D.P+P NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 8 Actuated Green, G (s) 33.7 28.3 28.3 32.7 32.9 1.9 6.4 0.5 Effective Green, g (s) 33.7 28.3 28.3 32.7 32.9 1.9 6.4 0.5 Actuated g/C Ratio 0.63 0.53 0.53 0.62 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) 292 1868 852 348 2150 60 137 15 v/s Ratio Prot 0.00 c0.31 c0.02 c0.31 c0.02 0.00 c0.00 v/s Ratio Perm 0.01 0.15 0.16 v/c Ratio 0.01 0.57 0.28 0.29 0.50 0.60 0.01 0.00 Uniform Delay, d1 3.8 8.3 6.8 4.8 5.6 25.2 20.6 26.1 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 0.2 0.4 10.3 0.0 0.0 Delay (s) 3.8 8.6 6.9 5.0 5.9 35.5 20.6 26.1 Level of Service A A A A A D C C Approach Delay (s) 8.1 5.8 30.7 26.1 Approach LOS A A C C Intersection Summary HCM 2000 Control Delay 7.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length (s) 53.1 Sum of lost time (s) 18.0 Intersection Capacity Utilization 54.2% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - AM Peak Hour Page 11 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 882 156 328 977 76 171 Future Volume (vph) 882 156 328 977 76 171 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% 0% 3% 5% 3% 5% Shared Lane Traffic (%)50% Turn Type NA Perm D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 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:EBWB and 6:WBT, Start of Green Natural Cycle: 75 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - AM Peak Hour Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 882 156 328 977 76 171 Future Volume (vph) 882 156 328 977 76 171 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 1579 1752 3438 3186 1400 Flt Permitted 1.00 1.00 0.28 1.00 0.98 1.00 Satd. Flow (perm) 3505 1579 517 3438 3186 1400 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 928 164 345 1028 80 180 RTOR Reduction (vph) 0 48 0 0 84 84 Lane Group Flow (vph) 928 116 345 1028 86 6 Confl. Peds. (#/hr) 1 1 Heavy Vehicles (%) 3% 0% 3% 5% 3% 5% Turn Type NA Perm D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 4 Actuated Green, G (s) 77.9 77.9 87.9 92.9 7.1 7.1 Effective Green, g (s) 77.9 77.9 87.9 92.9 7.1 7.1 Actuated g/C Ratio 0.71 0.71 0.80 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 525 2903 205 90 v/s Ratio Prot 0.26 c0.06 0.30 c0.03 v/s Ratio Perm 0.07 c0.46 0.00 v/c Ratio 0.37 0.10 0.66 0.35 0.42 0.06 Uniform Delay, d1 6.4 5.1 9.8 1.9 49.5 48.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.4 0.2 2.3 0.3 0.5 0.1 Delay (s) 6.8 5.2 12.0 2.2 50.0 48.4 Level of Service A A B A D D Approach Delay (s) 6.6 4.7 49.4 Approach LOS A A D Intersection Summary HCM 2000 Control Delay 9.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.64 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 59.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2023 Without Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionEastNorthWest 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). Delay Model: HCM Delay Formula (Geometric Delay is not included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 12:43:17 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour -32nd Ave S & S 323rd St.sip9 MOVEMENT SUMMARY Site: 7 [2023 Without Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph East: S 323rd St 6 T1 40 8.1 52 8.1 0.136 4.0 LOS A 0.6 16.2 0.10 0.02 0.10 35.7 16 R2 97 1.2 126 1.2 0.136 3.8 LOS A 0.6 16.2 0.10 0.02 0.10 34.8 Approach 137 3.2 178 3.2 0.136 3.9 LOS A 0.6 16.2 0.10 0.02 0.10 35.0 North: 32nd Ave S 7u U 1 0.0 1 0.0 0.127 3.8 LOS A 0.5 14.6 0.18 0.07 0.18 35.8 7 L2 39 25.0 51 25.0 0.127 4.5 LOS A 0.5 14.6 0.18 0.07 0.18 34.0 14 R2 76 2.7 99 2.7 0.127 3.9 LOS A 0.5 14.6 0.18 0.07 0.18 33.7 Approach 116 10.2 151 10.2 0.127 4.1 LOS A 0.5 14.6 0.18 0.07 0.18 33.8 West: Driveway 5 L2 7 100.0 9 100.0 0.020 5.8 LOS A 0.1 1.9 0.17 0.06 0.17 30.4 2 T1 5 20.0 6 20.0 0.020 3.5 LOS A 0.1 1.9 0.17 0.06 0.17 32.9 Approach 12 66.7 16 66.7 0.020 4.8 LOS A 0.1 1.9 0.17 0.06 0.17 31.4 All Vehicles 265 9.1 344 9.1 0.136 4.0 LOS A 0.6 16.2 0.14 0.05 0.14 34.3 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. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 12:43:17 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour -32nd Ave S & S 323rd St.sip9 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - AM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1 18 123 261 403 65 Future Volume (vph) 1 18 123 261 403 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - AM Peak Hour Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 18 123 261 403 65 Future Volume (Veh/h) 1 18 123 261 403 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 23 154 326 504 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 1140 506 586 vC1, stage 1 conf vol 505 vC2, stage 2 conf vol 635 vCu, unblocked vol 1140 506 586 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) 390 542 998 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 1 23 154 326 504 81 Volume Left 1 0 154 0 0 0 Volume Right 0 23 0 0 0 81 cSH 390 542 998 1700 1700 1700 Volume to Capacity 0.00 0.04 0.15 0.19 0.30 0.05 Queue Length 95th (ft) 0 3 14 0 0 0 Control Delay (s) 14.3 11.9 9.3 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 1.6 Intersection Capacity Utilization 41.7% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2023 Without Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSouthNortheastWest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:47:00 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 MOVEMENT SUMMARY Site: 9 [2023 Without Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Weyerhaeuser Way S 3u U 3 0.0 4 0.0 0.466 13.9 LOS B 3.5 90.1 0.52 0.65 0.52 33.7 3 L2 516 3.6 629 3.6 0.466 10.0 LOS A 3.5 90.1 0.52 0.65 0.52 31.6 18a R1 198 2.3 241 2.3 0.234 2.7 LOS A 1.3 33.8 0.46 0.38 0.46 34.1 Approach 717 3.2 874 3.2 0.466 8.0 LOS A 3.5 90.1 0.50 0.57 0.50 32.2 NorthEast: Weyerhaeuser Way S 1ux U 1 0.0 1 0.0 0.315 16.3 LOS B 1.9 46.4 0.70 0.83 0.70 35.5 1ax L1 191 0.0 248 0.0 0.315 12.2 LOS B 1.9 46.4 0.70 0.83 0.70 33.9 16ax R1 227 2.3 295 2.3 0.342 5.7 LOS A 2.1 54.0 0.71 0.69 0.71 36.8 Approach 419 1.2 544 1.2 0.342 8.7 LOS A 2.1 54.0 0.70 0.75 0.70 35.4 West: S 336th St 5a L1 177 1.2 230 1.2 0.211 10.1 LOS B 1.3 31.6 0.47 0.65 0.47 34.5 12 R2 328 5.4 426 5.4 0.329 4.7 LOS A 2.3 58.7 0.50 0.55 0.50 35.9 Approach 505 3.9 656 3.9 0.329 6.6 LOS A 2.3 58.7 0.49 0.58 0.49 35.4 All Vehicles 1641 2.9 2074 2.9 0.466 7.7 LOS A 3.5 90.1 0.55 0.62 0.55 34.0 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:47:00 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2023 Without Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSoutheastNortheastNorthwest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:40:39 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 MOVEMENT SUMMARY Site: 10 [2023 Without Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph SouthEast: Weyerhaeuser Way S 1u U 29 0.0 34 0.0 0.472 10.8 LOS B 3.0 77.2 0.28 0.41 0.28 33.9 6 T1 814 4.5 947 4.5 0.472 3.6 LOS A 3.0 76.9 0.28 0.41 0.28 33.1 16 R2 105 1.1 122 1.1 0.472 4.0 LOS A 3.0 76.9 0.28 0.41 0.28 32.3 Approach 948 4.0 1102 4.0 0.472 3.8 LOS A 3.0 77.2 0.28 0.41 0.28 33.0 NorthEast: 33rd Pl S 7u U 1 0.0 1 0.0 0.429 16.8 LOS B 2.0 50.3 0.68 0.88 0.81 27.9 7 L2 119 0.0 138 0.0 0.429 10.7 LOS B 2.0 50.3 0.68 0.88 0.81 23.8 14 R2 108 0.0 126 0.0 0.429 6.6 LOS A 2.0 50.3 0.68 0.88 0.81 23.0 Approach 228 0.0 265 0.0 0.429 8.8 LOS A 2.0 50.3 0.68 0.88 0.81 23.4 NorthWest: Weyerhaeuser Way S 5u U 12 0.0 13 0.0 0.278 11.1 LOS B 1.4 37.1 0.36 0.51 0.36 33.3 5 L2 46 9.4 53 9.4 0.278 9.3 LOS A 1.4 37.1 0.36 0.51 0.36 32.5 2 T1 446 5.8 519 5.8 0.278 3.9 LOS A 1.4 37.0 0.36 0.47 0.36 32.8 Approach 504 6.0 585 6.0 0.278 4.6 LOS A 1.4 37.1 0.36 0.48 0.36 32.8 All Vehicles 1680 4.0 1952 4.0 0.472 4.7 LOS A 3.0 77.2 0.36 0.49 0.38 31.2 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:40:39 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 136 0 570 268 573 0 0 326 123 Future Volume (vph) 0 0 0 136 0 570 268 573 0 0 326 123 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 300 395 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 Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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:NBTL and 6:SBT, Start of Green Natural Cycle: 70 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 136 0 570 268 573 0 0 326 123 Future Volume (veh/h) 0 0 0 136 0 570 268 573 0 0 326 123 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 1826 1900 1870 1870 1870 0 0 1870 1767 Adj Flow Rate, veh/h 136 0 412 268 573 0 0 326 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, %5 0 2 2 2 0 0 2 9 Cap, veh/h 521 0 456 681 2156 0 0 1577 Arrive On Green 0.29 0.00 0.29 0.22 1.00 0.00 0.00 0.44 0.00 Sat Flow, veh/h 1810 0 1585 1781 3647 0 0 3741 0 Grp Volume(v), veh/h 136 0 412 268 573 0 0 326 0 Grp Sat Flow(s),veh/h/ln 1810 0 1585 1781 1777 0 0 1777 0 Q Serve(g_s), s 5.5 0.0 23.8 7.6 0.0 0.0 0.0 5.3 0.0 Cycle Q Clear(g_c), s 5.5 0.0 23.8 7.6 0.0 0.0 0.0 5.3 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 521 0 456 681 2156 0 0 1577 V/C Ratio(X)0.26 0.00 0.90 0.39 0.27 0.00 0.00 0.21 Avail Cap(c_a), veh/h 590 0 517 859 2156 0 0 1577 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 26.0 0.0 32.5 9.2 0.0 0.0 0.0 16.2 0.0 Incr Delay (d2), s/veh 0.4 0.0 18.5 0.4 0.2 0.0 0.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.0 11.2 2.3 0.1 0.0 0.0 2.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.4 0.0 51.0 9.7 0.2 0.0 0.0 16.5 0.0 LnGrp LOS C A D A A A A B Approach Vol, veh/h 548 841 326 A Approach Delay, s/veh 44.9 3.2 16.5 Approach LOS D A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 62.6 15.5 47.2 32.4 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 9.6 7.3 25.8 Green Ext Time (p_c), s 6.3 0.9 2.7 1.6 Intersection Summary HCM 6th Ctrl Delay 19.1 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 265 23 191 0 0 0 0 571 357 221 231 0 Future Volume (vph) 265 23 191 0 0 0 0 571 357 221 231 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 265 23 191 0 0 0 0 571 357 221 231 0 Future Volume (veh/h) 265 23 191 0 0 0 0 571 357 221 231 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 265 23 72 0 571 357 221 231 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 337 29 325 0 1253 783 439 1317 0 Arrive On Green 0.20 0.20 0.20 0.00 0.59 0.59 0.11 1.00 0.00 Sat Flow, veh/h 1671 145 1610 0 2227 1333 1810 1900 0 Grp Volume(v), veh/h 288 0 72 0 483 445 221 231 0 Grp Sat Flow(s),veh/h/ln 1816 0 1610 0 1805 1660 1810 1900 0 Q Serve(g_s), s 14.3 0.0 3.5 0.0 14.3 14.3 4.9 0.0 0.0 Cycle Q Clear(g_c), s 14.3 0.0 3.5 0.0 14.3 14.3 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 366 0 325 0 1061 976 439 1317 0 V/C Ratio(X) 0.79 0.00 0.22 0.00 0.46 0.46 0.50 0.18 0.00 Avail Cap(c_a), veh/h 765 0 678 0 1061 976 439 1317 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 0.96 0.96 0.00 Uniform Delay (d), s/veh 36.0 0.0 31.7 0.0 11.0 11.0 7.9 0.0 0.0 Incr Delay (d2), s/veh 5.3 0.0 0.5 0.0 1.4 1.5 1.1 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 6.8 0.0 1.4 0.0 5.5 5.1 1.5 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.2 0.0 32.2 0.0 12.4 12.6 9.0 0.3 0.0 LnGrp LOS D A C A B B A A A Approach Vol, veh/h 360 928 452 Approach Delay, s/veh 39.4 12.5 4.5 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 24.2 70.8 10.0 60.8 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 6.9 16.3 Green Ext Time (p_c), s 2.9 2.0 0.0 8.0 Intersection Summary HCM 6th Ctrl Delay 16.0 HCM 6th LOS B Queuing and Blocking Report 2023 Without Project - AM Peak Hour 09/02/2021 IRG Federal Way - Woodbridge Business Park SimTraffic Report Page 1 Intersection: 3: I-5 SB Ramps & S 320th St Movement EB EB EB WB WB WB SB SB SB SB Directions Served T T R L T T L LT R R Maximum Queue (ft) 413 380 151 174 286 297 198 174 243 138 Average Queue (ft) 264 199 56 86 128 170 108 50 71 10 95th Queue (ft) 396 323 105 163 238 276 175 133 228 88 Link Distance (ft) 386 386 386 1001 1001 690 690 690 690 Upstream Blk Time (%) 2 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 150 Storage Blk Time (%) 1 3 Queuing Penalty (veh) 6 6 Intersection: 4: I-5 NB Ramps & S 320th St Movement EB EB WB WB NB NB Directions Served T T T TR L LTR Maximum Queue (ft) 326 336 439 426 286 434 Average Queue (ft) 147 151 214 181 149 214 95th Queue (ft) 276 281 349 339 247 360 Link Distance (ft) 1001 1001 686 686 716 716 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Weyerhaeuser Way S & SR-18 WB Ramps Movement WB WB NB NB NB SB SB Directions Served LT R L T T T TR Maximum Queue (ft) 226 289 198 157 148 132 177 Average Queue (ft) 71 158 92 67 57 46 49 95th Queue (ft) 161 276 170 132 128 106 125 Link Distance (ft) 276 618 618 686 686 Upstream Blk Time (%) 1 2 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 395 Storage Blk Time (%) 1 2 Queuing Penalty (veh) 4 2 Queuing and Blocking Report 2023 Without Project - AM Peak Hour 09/02/2021 IRG Federal Way - Woodbridge Business Park SimTraffic Report Page 2 Intersection: 12: Weyerhaeuser Way S & SR-18 EB Ramps Movement EB EB NB NB SB SB Directions Served LT R T TR L T Maximum Queue (ft) 318 94 301 276 197 470 Average Queue (ft) 156 45 157 128 91 81 95th Queue (ft) 263 75 264 236 153 259 Link Distance (ft) 390 390 609 609 618 618 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 18 Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 118 1127 40 342 1620 160 68 170 306 337 245 140 Future Volume (vph) 118 1127 40 342 1620 160 68 170 306 337 245 140 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 118 1127 40 342 1620 160 68 170 306 337 245 140 Future Volume (vph) 118 1127 40 342 1620 160 68 170 306 337 245 140 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) 123 1174 42 356 1688 167 71 177 319 351 255 146 RTOR Reduction (vph) 0 2 0 0 7 0 0 0 58 0 15 0 Lane Group Flow (vph) 123 1214 0 356 1848 0 71 177 261 351 386 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 63.5 19.5 73.6 9.1 27.5 47.0 19.5 37.9 Effective Green, g (s) 9.4 63.5 19.5 73.6 9.1 27.5 47.0 19.5 37.9 Actuated g/C Ratio 0.06 0.42 0.13 0.49 0.06 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 2161 446 2481 109 328 547 437 428 v/s Ratio Prot 0.04 0.24 c0.10 c0.37 0.04 0.10 0.06 c0.10 c0.23 v/s Ratio Perm 0.11 v/c Ratio 0.59 0.56 0.80 0.74 0.65 0.54 0.48 0.80 0.90 Uniform Delay, d1 68.4 32.7 63.3 30.7 68.9 55.5 41.6 63.4 54.3 Progression Factor 1.00 1.00 1.22 0.87 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.0 1.1 6.5 1.5 10.1 0.9 0.2 9.7 21.4 Delay (s) 71.4 33.8 83.7 28.0 79.0 56.4 41.8 73.1 75.6 Level of Service E C F C E E D E E Approach Delay (s) 37.2 37.0 51.0 74.4 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 44.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.82 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 81.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 67 1647 17 31 2033 235 18 6 64 146 2 63 Future Volume (vph) 67 1647 17 31 2033 235 18 6 64 146 2 63 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 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:EBWB and 6:EBWB, 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 67 1647 17 31 2033 235 18 6 64 146 2 63 Future Volume (vph) 67 1647 17 31 2033 235 18 6 64 146 2 63 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 1672 1501 1787 1557 Flt Permitted 0.04 1.00 0.09 1.00 0.68 1.00 0.63 1.00 Satd. Flow (perm) 79 5077 180 5044 1205 1501 1193 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) 71 1734 18 33 2140 247 19 6 67 154 2 66 RTOR Reduction (vph) 0 1 0 0 8 0 0 60 0 0 55 0 Lane Group Flow (vph) 71 1751 0 33 2379 0 19 13 0 154 13 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 104.3 99.1 104.3 96.4 27.7 15.8 27.7 24.1 Effective Green, g (s) 104.3 99.1 104.3 96.4 27.7 15.8 27.7 24.1 Actuated g/C Ratio 0.70 0.66 0.70 0.64 0.18 0.11 0.18 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) 145 3354 181 3241 233 158 267 250 v/s Ratio Prot c0.03 c0.34 0.01 c0.47 0.00 0.01 c0.05 0.01 v/s Ratio Perm 0.31 0.12 0.01 c0.06 v/c Ratio 0.49 0.52 0.18 0.73 0.08 0.08 0.58 0.05 Uniform Delay, d1 20.4 13.2 9.2 18.1 50.4 60.6 54.6 53.3 Progression Factor 2.02 0.36 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 0.5 0.5 1.5 0.2 0.2 3.0 0.1 Delay (s) 43.5 5.3 9.7 19.6 50.6 60.8 57.6 53.4 Level of Service D A A B D E E D Approach Delay (s) 6.8 19.5 58.7 56.3 Approach LOS A B E E Intersection Summary HCM 2000 Control Delay 17.0 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 77.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1401 328 162 1352 0 0 0 0 518 1 1010 Future Volume (vph) 0 1401 328 162 1352 0 0 0 0 518 1 1010 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1401 328 162 1352 0 0 0 0 518 1 1010 Future Volume (veh/h) 0 1401 328 162 1352 0 0 0 0 518 1 1010 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 1401 278 162 1352 0 519 0 753 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 2289 1012 183 2644 0 661 0 890 Arrive On Green 0.00 0.64 0.64 0.09 0.98 0.00 0.19 0.00 0.19 Sat Flow, veh/h 0 3676 1584 1795 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1401 278 162 1352 0 519 0 753 Grp Sat Flow(s),veh/h/ln 0 1791 1584 1795 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 37.1 12.3 8.3 2.2 0.0 22.2 0.0 24.3 Cycle Q Clear(g_c), s 0.0 37.1 12.3 8.3 2.2 0.0 22.2 0.0 24.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2289 1012 183 2644 0 661 0 890 V/C Ratio(X) 0.00 0.61 0.27 0.89 0.51 0.00 0.78 0.00 0.85 Avail Cap(c_a), veh/h 0 2289 1012 229 2644 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 0.84 0.84 0.73 0.73 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.1 12.6 56.7 0.4 0.0 62.1 0.0 62.9 Incr Delay (d2), s/veh 0.0 1.0 0.6 20.4 0.5 0.0 4.8 0.0 6.0 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 15.2 4.5 7.4 0.6 0.0 10.5 0.0 20.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 18.2 13.2 77.1 0.9 0.0 66.9 0.0 69.0 LnGrp LOS A B B E A A E A E Approach Vol, veh/h 1679 1514 1272 Approach Delay, s/veh 17.3 9.1 68.1 Approach LOS B A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 15.9 108.5 35.6 124.4 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 14.5 93.7 34.1 93.7 Max Q Clear Time (g_c+I1), s 10.3 39.1 26.3 4.2 Green Ext Time (p_c), s 0.1 22.2 3.4 19.6 Intersection Summary HCM 6th Ctrl Delay 29.0 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1640 0 0 1060 291 426 0 244 0 0 0 Future Volume (vph) 0 1640 0 0 1060 291 426 0 244 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: 75 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1640 0 0 1060 291 426 0 244 0 0 0 Future Volume (veh/h) 0 1640 0 0 1060 291 426 0 244 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 0 0 1885 1885 1870 1900 1885 Adj Flow Rate, veh/h 0 1640 0 0 1060 0 304 171 182 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 0 0 1 1 2 0 1 Cap, veh/h 0 2493 0 0 2513 396 187 199 Arrive On Green 0.00 1.00 0.00 0.00 0.70 0.00 0.22 0.22 0.22 Sat Flow, veh/h 0 3741 0 0 3770 0 1781 841 895 Grp Volume(v), veh/h 0 1640 0 0 1060 0 304 0 353 Grp Sat Flow(s),veh/h/ln 0 1777 0 0 1791 0 1781 0 1736 Q Serve(g_s), s 0.0 0.0 0.0 0.0 20.1 0.0 25.6 0.0 31.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 20.1 0.0 25.6 0.0 31.8 Prop In Lane 0.00 0.00 0.00 0.00 1.00 0.52 Lane Grp Cap(c), veh/h 0 2493 0 0 2513 396 0 386 V/C Ratio(X) 0.00 0.66 0.00 0.00 0.42 0.77 0.00 0.91 Avail Cap(c_a), veh/h 0 2493 0 0 2513 435 0 424 HCM Platoon Ratio 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.71 0.00 0.00 0.84 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 10.1 0.0 58.4 0.0 60.7 Incr Delay (d2), s/veh 0.0 1.0 0.0 0.0 0.4 0.0 7.8 0.0 23.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.0 0.0 7.8 0.0 12.4 0.0 16.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.0 0.0 0.0 10.6 0.0 66.1 0.0 84.2 LnGrp LOS A A A A B E A F Approach Vol, veh/h 1640 1060 A 657 Approach Delay, s/veh 1.0 10.6 75.8 Approach LOS A B E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 118.5 41.5 118.5 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 33.8 22.1 Green Ext Time (p_c), s 30.5 1.8 12.6 Intersection Summary HCM 6th Ctrl Delay 18.6 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - PM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1802 66 18 1102 0 242 0 149 0 0 0 Future Volume (vph) 5 1802 66 18 1102 0 242 0 149 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 D.P+P NA Perm D.P+P NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 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: 96.3 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - PM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1802 66 18 1102 0 242 0 149 0 0 0 Future Volume (vph) 5 1802 66 18 1102 0 242 0 149 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 0.19 1.00 1.00 0.06 1.00 0.95 1.00 Satd. Flow (perm) 362 3539 1568 122 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 1897 69 19 1160 0 255 0 157 0 0 0 RTOR Reduction (vph) 0 0 26 0 0 0 0 122 0 0 0 0 Lane Group Flow (vph) 5 1897 43 19 1160 0 255 35 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 D.P+P NA Perm D.P+P NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 8 Actuated Green, G (s) 64.8 62.2 62.2 63.8 63.9 21.2 21.2 Effective Green, g (s) 64.8 62.2 62.2 63.8 63.9 21.2 21.2 Actuated g/C Ratio 0.65 0.63 0.63 0.64 0.65 0.21 0.21 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) 250 2223 985 105 2306 386 341 v/s Ratio Prot 0.00 c0.54 c0.00 0.32 c0.14 0.02 v/s Ratio Perm 0.01 0.03 0.11 v/c Ratio 0.02 0.85 0.04 0.18 0.50 0.66 0.10 Uniform Delay, d1 6.9 14.7 7.0 15.6 9.2 35.6 31.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.3 0.0 0.3 0.4 3.3 0.1 Delay (s) 7.0 18.0 7.0 15.9 9.6 38.9 31.4 Level of Service A B A B A D C Approach Delay (s) 17.6 9.7 36.0 0.0 Approach LOS B A D A Intersection Summary HCM 2000 Control Delay 17.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 99.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - PM Peak Hour Page 11 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1770 143 224 957 137 272 Future Volume (vph) 1770 143 224 957 137 272 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 D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 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:EBWB and 6:WBT, 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - PM Peak Hour Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1770 143 224 957 137 272 Future Volume (vph) 1770 143 224 957 137 272 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 0.08 1.00 0.98 1.00 Satd. Flow (perm) 3539 1599 144 3574 3262 1455 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 1844 149 233 997 143 283 RTOR Reduction (vph) 0 30 0 0 119 119 Lane Group Flow (vph) 1844 119 233 997 166 22 Heavy Vehicles (%) 2% 1% 4% 1% 3% 1% Turn Type NA Perm D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 4 Actuated Green, G (s) 104.1 104.1 114.1 119.1 10.9 10.9 Effective Green, g (s) 104.1 104.1 114.1 119.1 10.9 10.9 Actuated g/C Ratio 0.74 0.74 0.81 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) 2631 1188 231 3040 253 113 v/s Ratio Prot 0.52 c0.07 0.28 c0.05 v/s Ratio Perm 0.07 c0.75 0.02 v/c Ratio 0.70 0.10 1.01 0.33 0.66 0.20 Uniform Delay, d1 9.6 5.0 31.8 2.2 62.7 60.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 0.2 61.5 0.3 4.6 0.3 Delay (s) 11.2 5.1 93.2 2.5 67.3 60.8 Level of Service B A F A E E Approach Delay (s) 10.7 19.6 65.2 Approach LOS B B E Intersection Summary HCM 2000 Control Delay 20.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.98 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2023 Without Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionEastNorthWest 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). Delay Model: HCM Delay Formula (Geometric Delay is not included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:53:09 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour -32nd Ave S & S 323rd St.sip9 MOVEMENT SUMMARY Site: 7 [2023 Without Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph East: S 323rd St 6 T1 3 0.0 4 0.0 0.041 3.1 LOS A 0.2 4.4 0.17 0.06 0.17 36.3 16 R2 41 0.0 49 0.0 0.041 3.1 LOS A 0.2 4.4 0.17 0.06 0.17 35.2 Approach 44 0.0 53 0.0 0.041 3.1 LOS A 0.2 4.4 0.17 0.06 0.17 35.3 North: 32nd Ave S 7u U 1 3.0 1 3.0 0.096 3.5 LOS A 0.4 11.2 0.03 0.00 0.03 34.2 7 L2 101 1.1 122 1.1 0.096 3.4 LOS A 0.4 11.2 0.03 0.00 0.03 33.5 14 R2 7 0.0 8 0.0 0.096 3.4 LOS A 0.4 11.2 0.03 0.00 0.03 32.5 Approach 109 1.0 131 1.0 0.096 3.4 LOS A 0.4 11.2 0.03 0.00 0.03 33.4 West: Driveway 5 L2 47 0.0 57 0.0 0.083 3.6 LOS A 0.4 9.3 0.27 0.13 0.27 34.4 2 T1 37 0.0 45 0.0 0.083 3.6 LOS A 0.4 9.3 0.27 0.13 0.27 34.3 Approach 84 0.0 101 0.0 0.083 3.6 LOS A 0.4 9.3 0.27 0.13 0.27 34.4 All Vehicles 237 0.5 285 0.5 0.096 3.4 LOS A 0.4 11.2 0.14 0.06 0.14 34.1 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. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:53:09 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour -32nd Ave S & S 323rd St.sip9 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - PM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 12 168 13 372 359 10 Future Volume (vph) 12 168 13 372 359 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - PM Peak Hour Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 12 168 13 372 359 10 Future Volume (Veh/h) 12 168 13 372 359 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) 13 181 14 400 386 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 814 386 397 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 814 386 397 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) 346 664 1173 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 13 181 14 400 386 11 Volume Left 13 0 14 0 0 0 Volume Right 0 181 0 0 0 11 cSH 346 664 1173 1700 1700 1700 Volume to Capacity 0.04 0.27 0.01 0.24 0.23 0.01 Queue Length 95th (ft) 3 28 1 0 0 0 Control Delay (s) 15.8 12.4 8.1 0.0 0.0 0.0 Lane LOS C B A Approach Delay (s) 12.7 0.3 0.0 Approach LOS B Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 36.0% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2023 Without Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSouthNortheastWest LOS B B A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:09:52 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 MOVEMENT SUMMARY Site: 9 [2023 Without Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Weyerhaeuser Way S 3u U 24 0.0 26 0.0 0.643 14.9 LOS B 6.3 158.9 0.70 0.71 0.72 33.3 3 L2 761 1.8 827 1.8 0.643 10.9 LOS B 6.3 158.9 0.70 0.71 0.72 31.3 18a R1 104 1.5 113 1.5 0.128 3.1 LOS A 0.7 16.7 0.48 0.43 0.48 34.0 Approach 889 1.7 966 1.7 0.643 10.1 LOS B 6.3 158.9 0.67 0.68 0.69 31.6 NorthEast: Weyerhaeuser Way S 1ux U 10 0.0 11 0.0 0.473 20.1 LOS C 3.6 90.0 0.89 1.01 1.02 33.5 1ax L1 238 1.3 259 1.3 0.473 16.2 LOS B 3.6 90.0 0.89 1.01 1.02 32.1 16ax R1 294 2.3 320 2.3 0.494 9.4 LOS A 4.0 103.0 0.91 0.98 1.05 35.1 Approach 542 1.8 589 1.8 0.494 12.6 LOS B 4.0 103.0 0.90 0.99 1.04 33.7 West: S 336th St 5a L1 258 0.4 280 0.4 0.275 10.4 LOS B 1.7 43.8 0.55 0.68 0.55 34.3 12 R2 546 1.8 593 1.8 0.460 5.0 LOS A 3.7 93.2 0.62 0.61 0.62 35.7 Approach 804 1.4 874 1.4 0.460 6.8 LOS A 3.7 93.2 0.60 0.63 0.60 35.2 All Vehicles 2235 1.6 2429 1.6 0.643 9.5 LOS A 6.3 158.9 0.70 0.74 0.74 33.3 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:09:52 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2023 Without Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSoutheastNortheastNorthwest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:56:42 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 MOVEMENT SUMMARY Site: 10 [2023 Without Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph SouthEast: Weyerhaeuser Way S 1u U 157 0.0 169 0.0 0.509 11.4 LOS B 3.4 85.2 0.45 0.56 0.45 32.8 6 T1 815 1.5 876 1.5 0.509 4.1 LOS A 3.4 85.2 0.45 0.52 0.45 32.4 16 R2 80 4.1 86 4.1 0.509 4.7 LOS A 3.4 85.6 0.45 0.48 0.45 31.8 Approach 1052 1.5 1131 1.5 0.509 5.2 LOS A 3.4 85.6 0.45 0.52 0.45 32.4 NorthEast: 33rd Pl S 7 L2 49 2.8 53 2.8 0.229 9.8 LOS A 0.9 23.2 0.66 0.80 0.66 24.1 14 R2 65 4.1 70 4.1 0.229 5.9 LOS A 0.9 23.2 0.66 0.80 0.66 23.3 Approach 114 3.5 123 3.5 0.229 7.6 LOS A 0.9 23.2 0.66 0.80 0.66 23.6 NorthWest: Weyerhaeuser Way S 5u U 51 0.0 55 0.0 0.532 11.8 LOS B 3.4 86.5 0.50 0.58 0.50 32.8 5 L2 104 0.0 112 0.0 0.532 9.7 LOS A 3.4 86.5 0.50 0.58 0.50 32.1 2 T1 913 1.4 982 1.4 0.532 4.5 LOS A 3.4 86.5 0.51 0.54 0.51 32.4 Approach 1068 1.2 1148 1.2 0.532 5.4 LOS A 3.4 86.6 0.50 0.55 0.50 32.4 All Vehicles 2234 1.4 2402 1.4 0.532 5.4 LOS A 3.4 86.6 0.49 0.55 0.49 31.8 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:56:42 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 420 19 721 199 340 0 0 874 313 Future Volume (vph) 0 0 0 420 19 721 199 340 0 0 874 313 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 300 395 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 Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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: 112.3 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 420 19 721 199 340 0 0 874 313 Future Volume (veh/h) 0 0 0 420 19 721 199 340 0 0 874 313 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 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 420 19 500 199 340 0 0 874 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 1 1 1 0 0 1 1 Cap, veh/h 646 29 595 335 1764 0 0 1178 Arrive On Green 0.37 0.37 0.37 0.10 0.49 0.00 0.00 0.33 0.00 Sat Flow, veh/h 1735 78 1598 1795 3676 0 0 3770 0 Grp Volume(v), veh/h 439 0 500 199 340 0 0 874 0 Grp Sat Flow(s),veh/h/ln 1813 0 1598 1795 1791 0 0 1791 0 Q Serve(g_s), s 17.5 0.0 25.0 6.0 4.7 0.0 0.0 19.0 0.0 Cycle Q Clear(g_c), s 17.5 0.0 25.0 6.0 4.7 0.0 0.0 19.0 0.0 Prop In Lane 0.96 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 676 0 595 335 1764 0 0 1178 V/C Ratio(X)0.65 0.00 0.84 0.59 0.19 0.00 0.00 0.74 Avail Cap(c_a), veh/h 829 0 730 872 1764 0 0 1637 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 22.7 0.0 25.1 18.4 12.4 0.0 0.0 26.1 0.0 Incr Delay (d2), s/veh 1.7 0.0 8.0 2.4 0.1 0.0 0.0 1.5 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 7.5 0.0 10.3 2.5 1.8 0.0 0.0 7.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 24.4 0.0 33.1 20.8 12.5 0.0 0.0 27.6 0.0 LnGrp LOS C A C C B A A C Approach Vol, veh/h 939 539 874 A Approach Delay, s/veh 29.1 15.6 27.6 Approach LOS C B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 49.0 14.3 34.7 38.5 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 6.7 8.0 21.0 27.0 Green Ext Time (p_c), s 3.2 0.9 7.8 5.6 Intersection Summary HCM 6th Ctrl Delay 25.4 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 134 2 589 0 0 0 0 421 191 508 781 0 Future Volume (vph) 134 2 589 0 0 0 0 421 191 508 781 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: 98.4 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 134 2 589 0 0 0 0 421 191 508 781 0 Future Volume (veh/h) 134 2 589 0 0 0 0 421 191 508 781 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 1870 0 1885 1870 1885 1885 0 Adj Flow Rate, veh/h 134 2 466 0 421 191 508 781 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 2 0 1 2 1 1 0 Cap, veh/h 605 9 537 0 589 264 548 998 0 Arrive On Green 0.34 0.34 0.34 0.00 0.24 0.24 0.22 0.53 0.00 Sat Flow, veh/h 1784 27 1585 0 2497 1079 1795 1885 0 Grp Volume(v), veh/h 136 0 466 0 313 299 508 781 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 24.7 0.0 14.3 14.6 18.0 29.9 0.0 Cycle Q Clear(g_c), s 4.8 0.0 24.7 0.0 14.3 14.6 18.0 29.9 0.0 Prop In Lane 0.99 1.00 0.00 0.64 1.00 0.00 Lane Grp Cap(c), veh/h 614 0 537 0 439 414 548 998 0 V/C Ratio(X) 0.22 0.00 0.87 0.00 0.71 0.72 0.93 0.78 0.00 Avail Cap(c_a), veh/h 909 0 795 0 799 754 548 998 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 21.2 0.0 27.7 0.0 31.0 31.1 19.0 17.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 8.2 0.0 3.1 3.4 22.2 4.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 10.2 0.0 6.3 6.1 10.1 12.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.4 0.0 35.9 0.0 34.0 34.5 41.1 21.3 0.0 LnGrp LOS C A D A C C D C A Approach Vol, veh/h 602 612 1289 Approach Delay, s/veh 32.7 34.2 29.1 Approach LOS C C C Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 36.3 53.4 25.5 27.9 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 26.7 31.9 20.0 16.6 Green Ext Time (p_c), s 3.7 4.2 0.0 5.4 Intersection Summary HCM 6th Ctrl Delay 31.2 HCM 6th LOS C Lanes, Volumes, Timings 1: Weyerhaeuser Way S & S 323rd St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - SAT PM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 2 15 4 186 177 3 Future Volume (vph) 2 15 4 186 177 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 1: Weyerhaeuser Way S & S 323rd St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 Without Project - SAT PM Peak Hour Page 2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 15 4 186 177 3 Future Volume (Veh/h) 2 15 4 186 177 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 4 204 195 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 407 195 198 vC1, stage 1 conf vol 195 vC2, stage 2 conf vol 212 vCu, unblocked vol 407 195 198 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) 739 851 1387 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 2 16 4 204 195 3 Volume Left 2 0 4 0 0 0 Volume Right 0 16 0 0 0 3 cSH 739 851 1387 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 19.8% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 2 [2023 Without Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSouthNortheastWest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:26:25 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 MOVEMENT SUMMARY Site: 2 [2023 Without Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Weyerhaeuser Way S 3u U 2 0.0 2 0.0 0.240 13.3 LOS B 1.3 33.9 0.31 0.60 0.31 34.3 3 L2 315 0.7 358 0.7 0.240 9.3 LOS A 1.3 33.9 0.31 0.60 0.31 32.1 18a R1 64 1.9 73 1.9 0.073 2.2 LOS A 0.3 8.5 0.31 0.30 0.31 34.5 Approach 381 0.9 433 0.9 0.240 8.1 LOS A 1.3 33.9 0.31 0.55 0.31 32.5 NorthEast: Weyerhaeuser Way S 1ux U 5 0.0 6 0.0 0.078 14.4 LOS B 0.3 8.1 0.43 0.67 0.43 36.1 1ax L1 55 0.0 63 0.0 0.078 10.4 LOS B 0.3 8.1 0.43 0.67 0.43 34.5 16ax R1 137 1.6 156 1.6 0.140 3.7 LOS A 0.6 16.2 0.42 0.45 0.42 37.8 Approach 197 1.1 224 1.1 0.140 5.8 LOS A 0.6 16.2 0.43 0.52 0.43 36.7 West: S 336th St 5a L1 124 0.0 141 0.0 0.108 9.1 LOS A 0.6 13.9 0.21 0.58 0.21 35.2 12 R2 229 1.5 260 1.5 0.167 3.8 LOS A 0.9 23.7 0.21 0.42 0.21 36.8 Approach 353 1.0 401 1.0 0.167 5.7 LOS A 0.9 23.7 0.21 0.48 0.21 36.2 All Vehicles 931 1.0 1058 1.0 0.240 6.7 LOS A 1.3 33.9 0.30 0.51 0.30 34.7 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:26:25 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2023 Without Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSoutheastNortheastNorthwest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:17:16 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 MOVEMENT SUMMARY Site: 3 [2023 Without Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph SouthEast: Weyerhaeuser Way S 1u U 45 0.0 48 0.0 0.208 10.6 LOS B 0.9 22.9 0.17 0.44 0.17 33.7 6 T1 343 1.0 381 1.0 0.208 3.3 LOS A 0.9 22.9 0.17 0.42 0.17 33.2 16 R2 69 3.3 77 3.3 0.208 3.8 LOS A 0.9 23.0 0.17 0.39 0.17 32.5 Approach 457 1.2 506 1.3 0.208 4.1 LOS A 0.9 23.0 0.17 0.42 0.17 33.2 NorthEast: 33rd Pl S 7u U 1 0.0 1 0.0 0.127 13.4 LOS B 0.5 11.4 0.43 0.62 0.43 29.0 7 L2 55 0.0 61 0.0 0.127 7.3 LOS A 0.5 11.4 0.43 0.62 0.43 24.6 14 R2 40 0.0 44 0.0 0.127 3.2 LOS A 0.5 11.4 0.43 0.62 0.43 23.8 Approach 96 0.0 107 0.0 0.127 5.7 LOS A 0.5 11.4 0.43 0.62 0.43 24.3 NorthWest: Weyerhaeuser Way S 5u U 9 0.0 10 0.0 0.169 10.8 LOS B 0.7 18.0 0.24 0.48 0.24 33.5 5 L2 44 0.0 49 0.0 0.169 8.7 LOS A 0.7 18.0 0.24 0.48 0.24 32.8 2 T1 305 1.3 339 1.3 0.169 3.5 LOS A 0.7 18.0 0.24 0.43 0.24 33.1 Approach 358 1.1 398 1.1 0.169 4.3 LOS A 0.7 18.1 0.24 0.43 0.24 33.1 All Vehicles 911 1.1 1011 1.1 0.208 4.3 LOS A 0.9 23.0 0.22 0.45 0.22 31.9 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:17:16 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 143 10 232 145 171 0 0 277 127 Future Volume (vph) 0 0 0 143 10 232 145 171 0 0 277 127 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 300 395 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 Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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: 49.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 143 10 232 145 171 0 0 277 127 Future Volume (veh/h) 0 0 0 143 10 232 145 171 0 0 277 127 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 1856 Adj Flow Rate, veh/h 143 10 138 145 171 0 0 277 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 3 Cap, veh/h 316 22 298 648 1821 0 0 756 Arrive On Green 0.19 0.19 0.19 0.15 0.51 0.00 0.00 0.21 0.00 Sat Flow, veh/h 1697 119 1598 1795 3647 0 0 3770 0 Grp Volume(v), veh/h 153 0 138 145 171 0 0 277 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 2.6 1.7 0.8 0.0 0.0 2.2 0.0 Cycle Q Clear(g_c), s 2.5 0.0 2.6 1.7 0.8 0.0 0.0 2.2 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 338 0 298 648 1821 0 0 756 V/C Ratio(X)0.45 0.00 0.46 0.22 0.09 0.00 0.00 0.37 Avail Cap(c_a), veh/h 1915 0 1685 2272 4284 0 0 4318 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 12.0 0.0 12.0 6.3 4.1 0.0 0.0 11.2 0.0 Incr Delay (d2), s/veh 1.3 0.0 1.6 0.2 0.0 0.0 0.0 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.8 0.4 0.1 0.0 0.0 0.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.3 0.0 13.6 6.6 4.2 0.0 0.0 11.6 0.0 LnGrp LOS B A B A A A A B Approach Vol, veh/h 291 316 277 A Approach Delay, s/veh 13.5 5.3 11.6 Approach LOS B A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 22.0 10.0 12.0 11.2 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 2.8 3.7 4.2 4.6 Green Ext Time (p_c), s 1.5 0.7 2.6 2.1 Intersection Summary HCM 6th Ctrl Delay 10.0 HCM 6th LOS A Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 EB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 100 3 214 0 0 0 0 214 148 172 249 0 Future Volume (vph) 100 3 214 0 0 0 0 214 148 172 249 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: 43.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 100 3 214 0 0 0 0 214 148 172 249 0 Future Volume (veh/h) 100 3 214 0 0 0 0 214 148 172 249 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 1856 1900 1885 0 1885 1885 1885 1885 0 Adj Flow Rate, veh/h 100 3 96 0 214 148 172 249 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, % 3 0 1 0 1 1 1 1 0 Cap, veh/h 312 9 283 0 518 342 596 983 0 Arrive On Green 0.18 0.18 0.18 0.00 0.25 0.25 0.12 0.52 0.00 Sat Flow, veh/h 1759 53 1598 0 2160 1365 1795 1885 0 Grp Volume(v), veh/h 103 0 96 0 184 178 172 249 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 1.7 0.0 2.8 3.0 2.0 2.4 0.0 Cycle Q Clear(g_c), s 1.6 0.0 1.7 0.0 2.8 3.0 2.0 2.4 0.0 Prop In Lane 0.97 1.00 0.00 0.83 1.00 0.00 Lane Grp Cap(c), veh/h 321 0 283 0 449 411 596 983 0 V/C Ratio(X) 0.32 0.00 0.34 0.00 0.41 0.43 0.29 0.25 0.00 Avail Cap(c_a), veh/h 2458 0 2167 0 2159 1977 1463 2273 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 11.9 0.0 11.9 0.0 10.4 10.4 6.4 4.4 0.0 Incr Delay (d2), s/veh 0.8 0.0 1.0 0.0 0.9 1.0 0.3 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.0 0.6 0.0 0.9 0.9 0.4 0.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 12.7 0.0 12.9 0.0 11.2 11.5 6.7 4.6 0.0 LnGrp LOS B A B A B B A A A Approach Vol, veh/h 199 362 421 Approach Delay, s/veh 12.8 11.3 5.4 Approach LOS B B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 10.9 22.3 9.0 13.3 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 3.7 4.4 4.0 5.0 Green Ext Time (p_c), s 1.4 2.2 0.5 3.3 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA 2023 With-Project Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 87 1164 21 154 928 144 12 89 128 263 82 62 Future Volume (vph) 87 1164 21 154 928 144 12 89 128 263 82 62 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% 5% 8% 0% 20% 2% 5% 12% 13% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 87 1164 21 154 928 144 12 89 128 263 82 62 Future Volume (vph) 87 1164 21 154 928 144 12 89 128 263 82 62 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 5074 3467 4822 1805 1583 1583 3335 1581 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 3183 5074 3467 4822 1805 1583 1583 3335 1581 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) 92 1225 22 162 977 152 13 94 135 277 86 65 RTOR Reduction (vph) 0 1 0 0 13 0 0 0 92 0 28 0 Lane Group Flow (vph) 92 1246 0 162 1116 0 13 94 43 277 123 0 Heavy Vehicles (%) 10% 2% 0% 1% 5% 8% 0% 20% 2% 5% 12% 13% 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) 6.6 56.0 9.5 58.9 2.5 11.3 20.8 13.2 22.0 Effective Green, g (s) 6.6 56.0 9.5 58.9 2.5 11.3 20.8 13.2 22.0 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) 190 2583 299 2581 41 162 378 400 316 v/s Ratio Prot 0.03 c0.25 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 0.43 0.32 0.58 0.11 0.69 0.39 Uniform Delay, d1 50.1 17.6 48.2 15.4 52.9 47.1 37.0 46.5 38.2 Progression Factor 1.00 1.00 1.28 0.32 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 0.6 1.0 0.5 1.6 3.4 0.0 4.2 0.3 Delay (s) 50.8 18.2 62.7 5.4 54.5 50.5 37.0 50.6 38.5 Level of Service D B E A D D D D D Approach Delay (s) 20.5 12.6 43.2 46.3 Approach LOS C B D D Intersection Summary HCM 2000 Control Delay 22.4 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 54.4% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 2: 25th Ave S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 26 1505 31 81 1239 113 11 5 12 105 4 36 Future Volume (vph) 26 1505 31 81 1239 113 11 5 12 105 4 36 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 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:EBWB and 6:EBWB, 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 26 1505 31 81 1239 113 11 5 12 105 4 36 Future Volume (vph) 26 1505 31 81 1239 113 11 5 12 105 4 36 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 0.99 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 1775 1578 Flt Permitted 0.15 1.00 0.11 1.00 0.73 1.00 0.75 1.00 Satd. Flow (perm) 267 5017 205 4876 1384 1668 1393 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) 27 1584 33 85 1304 119 12 5 13 111 4 38 RTOR Reduction (vph) 0 2 0 0 7 0 0 12 0 0 32 0 Lane Group Flow (vph) 27 1615 0 85 1416 0 12 6 0 111 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 D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 72.8 67.0 72.8 69.2 19.2 9.1 19.2 17.8 Effective Green, g (s) 72.8 67.0 72.8 69.2 19.2 9.1 19.2 17.8 Actuated g/C Ratio 0.66 0.61 0.66 0.63 0.17 0.08 0.17 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) 224 3055 219 3067 246 137 278 255 v/s Ratio Prot 0.00 c0.32 c0.02 0.29 0.00 0.00 c0.04 0.01 v/s Ratio Perm 0.08 0.24 0.01 c0.03 v/c Ratio 0.12 0.53 0.39 0.46 0.05 0.04 0.40 0.04 Uniform Delay, d1 7.1 12.4 8.3 10.7 37.7 46.4 40.0 38.9 Progression Factor 0.81 0.68 1.07 0.80 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 0.6 1.1 0.5 0.1 0.1 0.9 0.1 Delay (s) 5.9 9.0 10.0 9.0 37.8 46.6 40.9 39.0 Level of Service A A A A D D D D Approach Delay (s) 9.0 9.0 43.1 40.4 Approach LOS A A D D Intersection Summary HCM 2000 Control Delay 10.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.49 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1187 351 189 937 0 0 0 0 300 1 534 Future Volume (vph) 0 1187 351 189 937 0 0 0 0 300 1 534 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% 4% 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1187 351 189 937 0 0 0 0 300 1 534 Future Volume (veh/h) 0 1187 351 189 937 0 0 0 0 300 1 534 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 1841 418 1841 Adj Flow Rate, veh/h 0 1187 261 189 937 0 301 0 200 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 4 100 4 Cap, veh/h 0 2460 1106 403 2791 0 412 0 550 Arrive On Green 0.00 1.00 1.00 0.02 0.26 0.00 0.12 0.00 0.12 Sat Flow, veh/h 0 3618 1585 1753 3618 0 3506 0 4680 Grp Volume(v), veh/h 0 1187 261 189 937 0 301 0 200 Grp Sat Flow(s),veh/h/ln 0 1763 1585 1753 1763 0 1753 0 1560 Q Serve(g_s), s 0.0 0.0 0.0 3.0 23.7 0.0 9.1 0.0 4.3 Cycle Q Clear(g_c), s 0.0 0.0 0.0 3.0 23.7 0.0 9.1 0.0 4.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2460 1106 403 2791 0 412 0 550 V/C Ratio(X) 0.00 0.48 0.24 0.47 0.34 0.00 0.73 0.00 0.36 Avail Cap(c_a), veh/h 0 2460 1106 716 2791 0 956 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 0.86 0.86 0.70 0.70 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 3.6 17.2 0.0 46.9 0.0 44.8 Incr Delay (d2), s/veh 0.0 0.6 0.4 0.4 0.2 0.0 2.5 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.2 0.1 0.9 11.2 0.0 4.1 0.0 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.6 0.4 4.0 17.4 0.0 49.4 0.0 45.2 LnGrp LOS A A A A B A D A D Approach Vol, veh/h 1448 1126 501 Approach Delay, s/veh 0.6 15.2 47.7 Approach LOS A B D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 10.3 81.8 17.9 92.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 40.0 30.0 70.0 Max Q Clear Time (g_c+I1), s 5.0 2.0 11.1 25.7 Green Ext Time (p_c), s 0.3 15.3 1.8 9.8 Intersection Summary HCM 6th Ctrl Delay 13.6 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1039 0 0 733 335 420 2 566 0 0 0 Future Volume (vph) 0 1039 0 0 733 335 420 2 566 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% 3% 6% 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1039 0 0 733 335 420 2 566 0 0 0 Future Volume (veh/h) 0 1039 0 0 733 335 420 2 566 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 1856 0 0 1841 1811 1856 1900 1856 Adj Flow Rate, veh/h 0 1039 0 0 733 0 376 64 330 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 0 0 4 6 3 0 3 Cap, veh/h 0 2276 0 0 2258 465 71 364 Arrive On Green 0.00 0.21 0.00 0.00 0.65 0.00 0.26 0.26 0.26 Sat Flow, veh/h 0 3711 0 0 3681 0 1767 268 1382 Grp Volume(v), veh/h 0 1039 0 0 733 0 376 0 394 Grp Sat Flow(s),veh/h/ln 0 1763 0 0 1749 0 1767 0 1649 Q Serve(g_s), s 0.0 28.3 0.0 0.0 10.3 0.0 21.9 0.0 25.4 Cycle Q Clear(g_c), s 0.0 28.3 0.0 0.0 10.3 0.0 21.9 0.0 25.4 Prop In Lane 0.00 0.00 0.00 0.00 1.00 0.84 Lane Grp Cap(c), veh/h 0 2276 0 0 2258 465 0 434 V/C Ratio(X) 0.00 0.46 0.00 0.00 0.32 0.81 0.00 0.91 Avail Cap(c_a), veh/h 0 2276 0 0 2258 498 0 465 HCM Platoon Ratio 1.00 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.69 0.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 26.5 0.0 0.0 8.7 0.0 37.9 0.0 39.2 Incr Delay (d2), s/veh 0.0 0.5 0.0 0.0 0.4 0.0 9.4 0.0 20.9 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 13.4 0.0 0.0 3.7 0.0 10.5 0.0 12.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 26.9 0.0 0.0 9.1 0.0 47.3 0.0 60.1 LnGrp LOS A C A A A D A E Approach Vol, veh/h 1039 733 A 770 Approach Delay, s/veh 26.9 9.1 53.8 Approach LOS C A D Timer - Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 76.0 76.0 34.0 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 30.3 12.3 27.4 Green Ext Time (p_c), s 11.1 7.2 1.5 Intersection Summary HCM 6th Ctrl Delay 29.9 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1090 545 97 1019 0 38 0 16 0 0 1 Future Volume (vph) 4 1090 545 97 1019 0 38 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% 4% 1% 0% 5% 0% 5% 0% 38% 0% 0% 0% Shared Lane Traffic (%) Turn Type D.P+P NA Perm D.P+P NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 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: 45.4 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1090 545 97 1019 0 38 0 16 0 0 1 Future Volume (vph) 4 1090 545 97 1019 0 38 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 3471 1599 1805 3438 1719 1155 1644 Flt Permitted 0.23 1.00 1.00 0.18 1.00 0.95 1.00 1.00 Satd. Flow (perm) 429 3471 1599 338 3438 1719 1155 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 1147 574 102 1073 0 40 0 17 0 0 1 RTOR Reduction (vph) 0 0 258 0 0 0 0 15 0 0 1 0 Lane Group Flow (vph) 4 1147 316 102 1073 0 40 2 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 4% 1% 0% 5% 0% 5% 0% 38% 0% 0% 0% Turn Type D.P+P NA Perm D.P+P NA Prot NA NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 8 Actuated Green, G (s) 35.6 30.3 30.3 34.6 34.8 2.0 6.5 0.5 Effective Green, g (s) 35.6 30.3 30.3 34.6 34.8 2.0 6.5 0.5 Actuated g/C Ratio 0.65 0.55 0.55 0.63 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) 297 1908 879 326 2171 62 136 14 v/s Ratio Prot 0.00 c0.33 c0.02 c0.31 c0.02 0.00 c0.00 v/s Ratio Perm 0.01 0.20 0.17 v/c Ratio 0.01 0.60 0.36 0.31 0.49 0.65 0.01 0.00 Uniform Delay, d1 3.7 8.3 7.0 4.9 5.4 26.2 21.5 27.1 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 0.4 15.9 0.0 0.0 Delay (s) 3.8 8.7 7.0 5.1 5.8 42.1 21.5 27.1 Level of Service A A A A A D C C Approach Delay (s) 8.1 5.7 36.0 27.1 Approach LOS A A D C Intersection Summary HCM 2000 Control Delay 7.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 55.1 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 6: Weyerhaeuser Way S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 11 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 882 226 416 977 80 176 Future Volume (vph) 882 226 416 977 80 176 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% 5% 3% 5% 5% 6% Shared Lane Traffic (%)50% Turn Type NA Perm D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 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:EBWB and 6:WBT, 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 882 226 416 977 80 176 Future Volume (vph) 882 226 416 977 80 176 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 1504 1752 3438 3143 1386 Flt Permitted 1.00 1.00 0.28 1.00 0.98 1.00 Satd. Flow (perm) 3505 1504 516 3438 3143 1386 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 928 238 438 1028 84 185 RTOR Reduction (vph) 0 70 0 0 87 86 Lane Group Flow (vph) 928 168 438 1028 90 6 Confl. Peds. (#/hr) 1 1 Heavy Vehicles (%) 3% 5% 3% 5% 5% 6% Turn Type NA Perm D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 4 Actuated Green, G (s) 77.7 77.7 87.7 92.7 7.3 7.3 Effective Green, g (s) 77.7 77.7 87.7 92.7 7.3 7.3 Actuated g/C Ratio 0.71 0.71 0.80 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) 2475 1062 523 2897 208 91 v/s Ratio Prot 0.26 c0.08 0.30 c0.03 v/s Ratio Perm 0.11 c0.59 0.00 v/c Ratio 0.37 0.16 0.84 0.35 0.43 0.07 Uniform Delay, d1 6.5 5.3 13.8 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 10.7 0.3 0.5 0.1 Delay (s) 6.9 5.7 24.5 2.3 49.9 48.3 Level of Service A A C A D D Approach Delay (s) 6.6 8.9 49.3 Approach LOS A A D Intersection Summary HCM 2000 Control Delay 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2023 With Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionEastNorthWest 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). Delay Model: HCM Delay Formula (Geometric Delay is not included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 12:43:18 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour -32nd Ave S & S 323rd St.sip9 MOVEMENT SUMMARY Site: 7 [2023 With Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph East: S 323rd St 6 T1 40 7.5 52 7.5 0.139 4.0 LOS A 0.7 16.7 0.10 0.02 0.10 35.7 16 R2 101 1.0 131 1.0 0.139 3.8 LOS A 0.7 16.7 0.10 0.02 0.10 34.8 Approach 141 2.8 183 2.8 0.139 3.9 LOS A 0.7 16.7 0.10 0.02 0.10 35.0 North: 32nd Ave S 7u U 1 0.0 1 0.0 0.249 5.0 LOS A 1.3 33.1 0.20 0.08 0.20 34.1 7 L2 161 6.2 209 6.2 0.249 5.1 LOS A 1.3 33.1 0.20 0.08 0.20 33.2 14 R2 76 2.6 99 2.6 0.249 5.0 LOS A 1.3 33.1 0.20 0.08 0.20 32.3 Approach 238 5.0 309 5.0 0.249 5.1 LOS A 1.3 33.1 0.20 0.08 0.20 32.9 West: Driveway 5 L2 7 100.0 9 100.0 0.024 6.8 LOS A 0.1 2.2 0.34 0.19 0.34 30.1 2 T1 5 20.0 6 20.0 0.024 4.2 LOS A 0.1 2.2 0.34 0.19 0.34 32.5 Approach 12 66.7 16 66.7 0.024 5.7 LOS A 0.1 2.2 0.34 0.19 0.34 31.0 All Vehicles 391 6.1 508 6.1 0.249 4.7 LOS A 1.3 33.1 0.17 0.07 0.17 33.5 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. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 12:43:18 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour -32nd Ave S & S 323rd St.sip9 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 13 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1 140 127 270 561 65 Future Volume (vph) 1 140 127 270 561 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% 2% 0% 7% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 14 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 140 127 270 561 65 Future Volume (Veh/h) 1 140 127 270 561 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) 1 175 159 338 701 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 1359 703 783 vC1, stage 1 conf vol 702 vC2, stage 2 conf vol 657 vCu, unblocked vol 1359 703 783 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 60 81 cM capacity (veh/h) 338 437 843 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 1 175 159 338 701 81 Volume Left 1 0 159 0 0 0 Volume Right 0 175 0 0 0 81 cSH 338 437 843 1700 1700 1700 Volume to Capacity 0.00 0.40 0.19 0.20 0.41 0.05 Queue Length 95th (ft) 0 47 17 0 0 0 Control Delay (s) 15.7 18.6 10.3 0.0 0.0 0.0 Lane LOS C C B Approach Delay (s) 18.6 3.3 0.0 Approach LOS C Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 50.2% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2023 With Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSouthNortheastWest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:47:00 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 MOVEMENT SUMMARY Site: 9 [2023 With Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Weyerhaeuser Way S 3u U 3 0.0 4 0.0 0.476 14.1 LOS B 3.7 94.5 0.56 0.66 0.56 33.6 3 L2 516 3.7 629 3.7 0.476 10.1 LOS B 3.7 94.5 0.56 0.66 0.56 31.5 18a R1 215 3.3 262 3.3 0.258 2.9 LOS A 1.5 39.0 0.49 0.40 0.49 34.0 Approach 734 3.6 895 3.6 0.476 8.0 LOS A 3.7 94.5 0.54 0.58 0.54 32.2 NorthEast: Weyerhaeuser Way S 1ux U 1 0.0 1 0.0 0.418 16.7 LOS B 2.7 70.6 0.75 0.89 0.78 35.2 1ax L1 235 7.2 305 7.2 0.418 13.1 LOS B 2.7 70.6 0.75 0.89 0.78 33.4 16ax R1 244 2.0 317 2.0 0.369 5.7 LOS A 2.4 59.8 0.73 0.70 0.73 36.7 Approach 480 4.5 623 4.5 0.418 9.4 LOS A 2.7 70.6 0.74 0.79 0.76 35.0 West: S 336th St 5a L1 195 1.0 253 1.0 0.246 10.5 LOS B 1.5 38.4 0.55 0.69 0.55 34.3 12 R2 328 5.5 426 5.5 0.350 5.1 LOS A 2.5 64.7 0.58 0.60 0.58 35.7 Approach 523 3.8 679 3.8 0.350 7.1 LOS A 2.5 64.7 0.57 0.63 0.57 35.1 All Vehicles 1737 3.9 2198 3.9 0.476 8.1 LOS A 3.7 94.5 0.61 0.66 0.61 33.8 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:47:00 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2023 With Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSoutheastNortheastNorthwest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:40:40 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 MOVEMENT SUMMARY Site: 10 [2023 With Project -AM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph SouthEast: Weyerhaeuser Way S 1u U 29 0.0 34 0.0 0.483 10.8 LOS B 3.1 80.7 0.30 0.42 0.30 33.8 6 T1 831 4.7 966 4.7 0.483 3.6 LOS A 3.1 80.4 0.30 0.42 0.30 33.1 16 R2 105 1.0 122 1.0 0.483 4.0 LOS A 3.1 80.4 0.30 0.41 0.30 32.3 Approach 965 4.2 1122 4.2 0.483 3.9 LOS A 3.1 80.7 0.30 0.42 0.30 33.0 NorthEast: 33rd Pl S 7u U 1 0.0 1 0.0 0.441 17.0 LOS B 2.1 52.5 0.69 0.89 0.83 27.8 7 L2 121 0.0 141 0.0 0.441 10.9 LOS B 2.1 52.5 0.69 0.89 0.83 23.7 14 R2 109 0.0 127 0.0 0.441 6.8 LOS A 2.1 52.5 0.69 0.89 0.83 23.0 Approach 231 0.0 269 0.0 0.441 9.0 LOS A 2.1 52.5 0.69 0.89 0.83 23.4 NorthWest: Weyerhaeuser Way S 5u U 12 0.0 13 0.0 0.312 11.2 LOS B 1.6 43.5 0.38 0.52 0.38 33.3 5 L2 50 8.0 58 8.0 0.312 9.3 LOS A 1.6 43.5 0.38 0.52 0.38 32.5 2 T1 486 8.8 565 8.8 0.312 4.1 LOS A 1.6 43.5 0.38 0.48 0.38 32.7 Approach 548 8.5 636 8.5 0.312 4.7 LOS A 1.6 43.6 0.38 0.49 0.38 32.7 All Vehicles 1744 5.0 2027 5.0 0.483 4.8 LOS A 3.1 80.7 0.38 0.50 0.39 31.2 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:40:40 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 136 0 577 268 583 0 0 346 143 Future Volume (vph) 0 0 0 136 0 577 268 583 0 0 346 143 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 300 395 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% 4% 14% Shared Lane Traffic (%) Turn Type Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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:NBTL and 6:SBT, Start of Green Natural Cycle: 70 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 136 0 577 268 583 0 0 346 143 Future Volume (veh/h) 0 0 0 136 0 577 268 583 0 0 346 143 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 1826 1900 1870 1870 1870 0 0 1841 1693 Adj Flow Rate, veh/h 136 0 419 268 583 0 0 346 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, %5 0 2 2 2 0 0 4 14 Cap, veh/h 528 0 462 665 2144 0 0 1537 Arrive On Green 0.29 0.00 0.29 0.22 1.00 0.00 0.00 0.44 0.00 Sat Flow, veh/h 1810 0 1585 1781 3647 0 0 3681 0 Grp Volume(v), veh/h 136 0 419 268 583 0 0 346 0 Grp Sat Flow(s),veh/h/ln 1810 0 1585 1781 1777 0 0 1749 0 Q Serve(g_s), s 5.5 0.0 24.2 7.7 0.0 0.0 0.0 5.8 0.0 Cycle Q Clear(g_c), s 5.5 0.0 24.2 7.7 0.0 0.0 0.0 5.8 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 528 0 462 665 2144 0 0 1537 V/C Ratio(X)0.26 0.00 0.91 0.40 0.27 0.00 0.00 0.23 Avail Cap(c_a), veh/h 590 0 517 842 2144 0 0 1537 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 0.76 0.76 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 25.8 0.0 32.4 9.4 0.0 0.0 0.0 16.6 0.0 Incr Delay (d2), s/veh 0.4 0.0 19.2 0.4 0.2 0.0 0.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.0 11.5 2.3 0.1 0.0 0.0 2.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.1 0.0 51.6 9.9 0.2 0.0 0.0 16.9 0.0 LnGrp LOS C A D A A A A B Approach Vol, veh/h 555 851 346 A Approach Delay, s/veh 45.3 3.3 16.9 Approach LOS D A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 62.3 15.5 46.8 32.7 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 9.7 7.8 26.2 Green Ext Time (p_c), s 6.4 0.9 2.9 1.5 Intersection Summary HCM 6th Ctrl Delay 19.3 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 272 23 191 0 0 0 0 574 357 233 239 0 Future Volume (vph) 272 23 191 0 0 0 0 574 357 233 239 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 (%) 1% 0% 0% 0% 0% 0% 0% 0% 0% 2% 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 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 272 23 191 0 0 0 0 574 357 233 239 0 Future Volume (veh/h) 272 23 191 0 0 0 0 574 357 233 239 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 1900 0 1900 1900 1870 1885 0 Adj Flow Rate, veh/h 272 23 72 0 574 357 233 239 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 0 0 0 0 2 1 0 Cap, veh/h 345 29 331 0 1247 776 428 1299 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 1675 142 1610 0 2232 1329 1781 1885 0 Grp Volume(v), veh/h 295 0 72 0 485 446 233 239 0 Grp Sat Flow(s),veh/h/ln 1816 0 1610 0 1805 1661 1781 1885 0 Q Serve(g_s), s 14.6 0.0 3.5 0.0 14.5 14.5 5.0 0.0 0.0 Cycle Q Clear(g_c), s 14.6 0.0 3.5 0.0 14.5 14.5 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 374 0 331 0 1053 969 428 1299 0 V/C Ratio(X) 0.79 0.00 0.22 0.00 0.46 0.46 0.54 0.18 0.00 Avail Cap(c_a), veh/h 765 0 678 0 1053 969 428 1299 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 35.8 0.0 31.4 0.0 11.3 11.3 9.0 0.0 0.0 Incr Delay (d2), s/veh 5.3 0.0 0.5 0.0 1.4 1.6 1.5 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.9 0.0 1.4 0.0 5.6 5.2 1.7 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.0 0.0 31.8 0.0 12.7 12.8 10.5 0.3 0.0 LnGrp LOS D A C A B B B A A Approach Vol, veh/h 367 931 472 Approach Delay, s/veh 39.2 12.8 5.3 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 16.6 2.0 7.0 16.5 Green Ext Time (p_c), s 2.9 2.1 0.0 7.9 Intersection Summary HCM 6th Ctrl Delay 16.3 HCM 6th LOS B Lanes, Volumes, Timings 13: Weyerhaeuser Way S & North Site Access 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 19 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 4 20 9 393 627 74 Future Volume (vph) 4 20 9 393 627 74 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 (%) 50% 45% 11% 1% 1% 11% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 20 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 4 20 9 393 627 74 Future Volume (Veh/h) 4 20 9 393 627 74 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) 4 22 10 427 682 80 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 1169 722 762 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1169 722 762 tC, single (s) 6.9 6.7 4.2 tC, 2 stage (s) tF (s) 4.0 3.7 2.3 p0 queue free % 98 94 99 cM capacity (veh/h) 170 363 811 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 26 437 762 Volume Left 4 10 0 Volume Right 22 0 80 cSH 309 811 1700 Volume to Capacity 0.08 0.01 0.45 Queue Length 95th (ft) 7 1 0 Control Delay (s) 17.7 0.4 0.0 Lane LOS C A Approach Delay (s) 17.7 0.4 0.0 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 14: Weyerhaeuser Way S & Mid-North Site Access 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 21 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 3 15 20 399 573 74 Future Volume (vph) 3 15 20 399 573 74 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 (%) 33% 27% 5% 1% 2% 5% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 22 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 3 15 20 399 573 74 Future Volume (Veh/h) 3 15 20 399 573 74 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 22 434 623 80 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 1141 663 703 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1141 663 703 tC, single (s) 6.7 6.5 4.1 tC, 2 stage (s) tF (s) 3.8 3.5 2.2 p0 queue free % 98 96 98 cM capacity (veh/h) 188 420 881 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 19 456 703 Volume Left 3 22 0 Volume Right 16 0 80 cSH 352 881 1700 Volume to Capacity 0.05 0.02 0.41 Queue Length 95th (ft) 4 2 0 Control Delay (s) 15.8 0.7 0.0 Lane LOS C A Approach Delay (s) 15.8 0.7 0.0 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 15: Weyerhaeuser Way S & WTC Driveway 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 23 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 1 3 16 418 582 6 Future Volume (vph) 1 3 16 418 582 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 24 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 1 3 16 418 582 6 Future Volume (Veh/h) 1 3 16 418 582 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 17 454 633 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 1124 636 640 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1124 636 640 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) 225 481 954 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 4 471 640 Volume Left 1 17 0 Volume Right 3 0 7 cSH 375 954 1700 Volume to Capacity 0.01 0.02 0.38 Queue Length 95th (ft) 1 1 0 Control Delay (s) 14.7 0.5 0.0 Lane LOS B A Approach Delay (s) 14.7 0.5 0.0 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 16: Weyerhaeuser Way S & South Site Access 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 25 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 6 27 28 428 446 139 Future Volume (vph) 6 27 28 428 446 139 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 (%) 17% 15% 0% 1% 3% 3% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - AM Peak Hour Page 26 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 6 27 28 428 446 139 Future Volume (Veh/h) 6 27 28 428 446 139 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) 7 29 30 465 485 151 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 1086 560 636 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1086 560 636 tC, single (s) 6.6 6.4 4.1 tC, 2 stage (s) tF (s) 3.7 3.4 2.2 p0 queue free % 97 94 97 cM capacity (veh/h) 217 503 957 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 36 495 636 Volume Left 7 30 0 Volume Right 29 0 151 cSH 401 957 1700 Volume to Capacity 0.09 0.03 0.37 Queue Length 95th (ft) 7 2 0 Control Delay (s) 14.9 0.9 0.0 Lane LOS B A Approach Delay (s) 14.9 0.9 0.0 Approach LOS B Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 55.5% ICU Level of Service B Analysis Period (min) 15 Queuing and Blocking Report 2023 With Project - AM Peak Hour 09/02/2021 IRG Federal Way - Woodbridge Business Park SimTraffic Report Page 1 Intersection: 3: I-5 SB Ramps & S 320th St Movement EB EB EB WB WB WB SB SB SB SB Directions Served T T R L T T L LT R R Maximum Queue (ft) 408 378 115 174 303 288 215 163 254 223 Average Queue (ft) 283 217 54 90 137 176 124 70 64 7 95th Queue (ft) 419 351 93 165 255 278 196 153 216 74 Link Distance (ft) 386 386 386 1001 1001 690 690 690 690 Upstream Blk Time (%) 2 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 150 Storage Blk Time (%) 1 4 Queuing Penalty (veh) 5 7 Intersection: 4: I-5 NB Ramps & S 320th St Movement EB EB WB WB NB NB Directions Served T T T TR L LTR Maximum Queue (ft) 361 371 403 392 339 499 Average Queue (ft) 174 182 211 176 154 247 95th Queue (ft) 308 322 328 329 272 432 Link Distance (ft) 1001 1001 686 686 716 716 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 11: Weyerhaeuser Way S & SR-18 WB Ramps Movement WB WB NB NB NB SB SB Directions Served LT R L T T T TR Maximum Queue (ft) 262 311 224 163 162 157 218 Average Queue (ft) 79 167 102 77 64 59 66 95th Queue (ft) 195 289 188 141 139 127 160 Link Distance (ft) 276 618 618 686 686 Upstream Blk Time (%) 1 3 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 300 395 Storage Blk Time (%) 1 3 Queuing Penalty (veh) 7 4 Queuing and Blocking Report 2023 With Project - AM Peak Hour 09/02/2021 IRG Federal Way - Woodbridge Business Park SimTraffic Report Page 2 Intersection: 12: Weyerhaeuser Way S & SR-18 EB Ramps Movement EB EB NB NB SB SB Directions Served LT R T TR L T Maximum Queue (ft) 304 98 295 320 214 391 Average Queue (ft) 156 45 165 140 115 91 95th Queue (ft) 253 77 259 255 194 274 Link Distance (ft) 390 390 609 609 618 618 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 22 Lanes, Volumes, Timings 1: 23rd Ave S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 118 1154 40 342 1632 160 68 170 306 337 245 140 Future Volume (vph) 118 1154 40 342 1632 160 68 170 306 337 245 140 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% 2% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 118 1154 40 342 1632 160 68 170 306 337 245 140 Future Volume (vph) 118 1154 40 342 1632 160 68 170 306 337 245 140 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 5057 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 5057 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) 123 1202 42 356 1700 167 71 177 319 351 255 146 RTOR Reduction (vph) 0 2 0 0 7 0 0 0 58 0 15 0 Lane Group Flow (vph) 123 1242 0 356 1860 0 71 177 261 351 386 0 Confl. Peds. (#/hr) 12 15 18 Heavy Vehicles (%) 4% 2% 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) 9.4 63.5 19.5 73.6 9.1 27.5 47.0 19.5 37.9 Effective Green, g (s) 9.4 63.5 19.5 73.6 9.1 27.5 47.0 19.5 37.9 Actuated g/C Ratio 0.06 0.42 0.13 0.49 0.06 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) 210 2140 446 2481 109 325 547 437 428 v/s Ratio Prot 0.04 0.25 c0.10 c0.37 0.04 0.10 0.06 c0.10 c0.23 v/s Ratio Perm 0.11 v/c Ratio 0.59 0.58 0.80 0.75 0.65 0.54 0.48 0.80 0.90 Uniform Delay, d1 68.4 33.1 63.3 30.8 68.9 55.6 41.6 63.4 54.3 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 1.2 6.4 1.5 10.1 1.0 0.2 9.7 21.4 Delay (s) 71.1 34.2 83.4 28.2 79.0 56.6 41.8 73.1 75.6 Level of Service E C F C E E D E E Approach Delay (s) 37.5 37.1 51.1 74.4 Approach LOS D D D E Intersection Summary HCM 2000 Control Delay 44.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 150.0 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 67 1674 17 31 2045 235 18 6 64 146 2 63 Future Volume (vph) 67 1674 17 31 2045 235 18 6 64 146 2 63 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% 11% 1% 0% 0% Shared Lane Traffic (%) Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 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:EBWB and 6:EBWB, 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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) 67 1674 17 31 2045 235 18 6 64 146 2 63 Future Volume (vph) 67 1674 17 31 2045 235 18 6 64 146 2 63 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 1672 1488 1787 1557 Flt Permitted 0.04 1.00 0.09 1.00 0.68 1.00 0.63 1.00 Satd. Flow (perm) 79 5077 173 5045 1205 1488 1193 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) 71 1762 18 33 2153 247 19 6 67 154 2 66 RTOR Reduction (vph) 0 1 0 0 8 0 0 60 0 0 55 0 Lane Group Flow (vph) 71 1779 0 33 2392 0 19 13 0 154 13 0 Confl. Peds. (#/hr) 4 2 2 4 17 17 Heavy Vehicles (%) 0% 2% 0% 0% 1% 0% 6% 0% 11% 1% 0% 0% Turn Type D.P+P NA D.P+P NA D.P+P NA D.P+P NA Protected Phases 5 2 1 6 7 4 3 8 Permitted Phases 6 2 8 4 Actuated Green, G (s) 104.3 99.1 104.3 96.4 27.7 15.8 27.7 24.1 Effective Green, g (s) 104.3 99.1 104.3 96.4 27.7 15.8 27.7 24.1 Actuated g/C Ratio 0.70 0.66 0.70 0.64 0.18 0.11 0.18 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) 145 3354 176 3242 233 156 267 250 v/s Ratio Prot c0.03 c0.35 0.01 c0.47 0.00 0.01 c0.05 0.01 v/s Ratio Perm 0.31 0.12 0.01 c0.06 v/c Ratio 0.49 0.53 0.19 0.74 0.08 0.08 0.58 0.05 Uniform Delay, d1 20.6 13.3 9.3 18.2 50.4 60.6 54.6 53.3 Progression Factor 2.03 0.35 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 0.5 0.5 1.5 0.2 0.2 3.0 0.1 Delay (s) 44.0 5.2 9.8 19.8 50.6 60.8 57.6 53.4 Level of Service D A A B D E E D Approach Delay (s) 6.7 19.6 58.7 56.3 Approach LOS A B E E Intersection Summary HCM 2000 Control Delay 17.0 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 78.0% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1428 328 169 1364 0 0 0 0 532 1 1010 Future Volume (vph) 0 1428 328 169 1364 0 0 0 0 532 1 1010 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1428 328 169 1364 0 0 0 0 532 1 1010 Future Volume (veh/h) 0 1428 328 169 1364 0 0 0 0 532 1 1010 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 1428 278 169 1364 0 533 0 753 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 2275 998 190 2643 0 662 0 891 Arrive On Green 0.00 0.64 0.64 0.09 0.98 0.00 0.19 0.00 0.19 Sat Flow, veh/h 0 3676 1572 1795 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1428 278 169 1364 0 533 0 753 Grp Sat Flow(s),veh/h/ln 0 1791 1572 1795 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 38.7 12.5 8.8 2.3 0.0 22.9 0.0 24.3 Cycle Q Clear(g_c), s 0.0 38.7 12.5 8.8 2.3 0.0 22.9 0.0 24.3 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2275 998 190 2643 0 662 0 891 V/C Ratio(X) 0.00 0.63 0.28 0.89 0.52 0.00 0.81 0.00 0.85 Avail Cap(c_a), veh/h 0 2275 998 230 2643 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 0.84 0.84 0.72 0.72 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 17.7 12.9 57.0 0.4 0.0 62.4 0.0 62.9 Incr Delay (d2), s/veh 0.0 1.1 0.6 21.6 0.5 0.0 5.6 0.0 6.0 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 15.9 4.6 7.8 0.6 0.0 10.9 0.0 20.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 18.8 13.5 78.6 0.9 0.0 68.0 0.0 68.9 LnGrp LOS A B B E A A E A E Approach Vol, veh/h 1706 1533 1286 Approach Delay, s/veh 18.0 9.5 68.5 Approach LOS B A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 16.4 107.9 35.6 124.4 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 14.5 93.7 34.1 93.7 Max Q Clear Time (g_c+I1), s 10.8 40.7 26.3 4.3 Green Ext Time (p_c), s 0.1 22.6 3.5 20.0 Intersection Summary HCM 6th Ctrl Delay 29.5 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1680 0 0 1078 306 426 0 253 0 0 0 Future Volume (vph) 0 1680 0 0 1078 306 426 0 253 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: 75 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 1680 0 0 1078 306 426 0 253 0 0 0 Future Volume (veh/h) 0 1680 0 0 1078 306 426 0 253 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 0 0 1885 1870 1870 1900 1885 Adj Flow Rate, veh/h 0 1680 0 0 1078 0 308 164 191 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 0 0 1 2 2 0 1 Cap, veh/h 0 2487 0 0 2507 399 179 208 Arrive On Green 0.00 1.00 0.00 0.00 0.70 0.00 0.22 0.22 0.22 Sat Flow, veh/h 0 3741 0 0 3770 0 1781 799 931 Grp Volume(v), veh/h 0 1680 0 0 1078 0 308 0 355 Grp Sat Flow(s),veh/h/ln 0 1777 0 0 1791 0 1781 0 1730 Q Serve(g_s), s 0.0 0.0 0.0 0.0 20.7 0.0 26.0 0.0 32.1 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 20.7 0.0 26.0 0.0 32.1 Prop In Lane 0.00 0.00 0.00 0.00 1.00 0.54 Lane Grp Cap(c), veh/h 0 2487 0 0 2507 399 0 387 V/C Ratio(X) 0.00 0.68 0.00 0.00 0.43 0.77 0.00 0.92 Avail Cap(c_a), veh/h 0 2487 0 0 2507 435 0 423 HCM Platoon Ratio 1.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.69 0.00 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 10.3 0.0 58.3 0.0 60.6 Incr Delay (d2), s/veh 0.0 1.0 0.0 0.0 0.4 0.0 8.1 0.0 23.9 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 0.4 0.0 0.0 8.0 0.0 12.6 0.0 16.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.0 0.0 0.0 10.8 0.0 66.3 0.0 84.6 LnGrp LOS A A A A B E A F Approach Vol, veh/h 1680 1078 A 663 Approach Delay, s/veh 1.0 10.8 76.1 Approach LOS A B E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 118.3 41.7 118.3 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 34.1 22.7 Green Ext Time (p_c), s 32.3 1.7 12.9 Intersection Summary HCM 6th Ctrl Delay 18.6 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1824 93 18 1116 0 262 2 149 0 0 0 Future Volume (vph) 5 1824 93 18 1116 0 262 2 149 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% 2% 0% 2% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Turn Type D.P+P NA Perm D.P+P NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 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: 101.7 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1824 93 18 1116 0 262 2 149 0 0 0 Future Volume (vph) 5 1824 93 18 1116 0 262 2 149 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 1583 1805 3539 1805 1597 Flt Permitted 0.19 1.00 1.00 0.06 1.00 0.95 1.00 Satd. Flow (perm) 353 3539 1583 115 3539 1805 1597 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 1920 98 19 1175 0 276 2 157 0 0 0 RTOR Reduction (vph) 0 0 36 0 0 0 0 121 0 0 0 0 Lane Group Flow (vph) 5 1920 62 19 1175 0 276 38 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 Heavy Vehicles (%) 0% 2% 2% 0% 2% 0% 0% 0% 0% 0% 0% 0% Turn Type D.P+P NA Perm D.P+P NA Prot NA Protected Phases 1 6 5 2 7 4 8 Permitted Phases 2 6 6 8 Actuated Green, G (s) 68.5 65.9 65.9 67.5 67.5 23.1 23.1 Effective Green, g (s) 68.5 65.9 65.9 67.5 67.5 23.1 23.1 Actuated g/C Ratio 0.65 0.63 0.63 0.65 0.65 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) 245 2229 997 100 2283 398 352 v/s Ratio Prot 0.00 c0.54 c0.00 0.33 c0.15 0.02 v/s Ratio Perm 0.01 0.04 0.12 v/c Ratio 0.02 0.86 0.06 0.19 0.51 0.69 0.11 Uniform Delay, d1 7.4 15.7 7.4 17.1 9.9 37.5 32.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 3.6 0.0 0.3 0.4 4.2 0.1 Delay (s) 7.5 19.2 7.5 17.4 10.2 41.7 32.6 Level of Service A B A B B D C Approach Delay (s) 18.6 10.4 38.4 0.0 Approach LOS B B D A Intersection Summary HCM 2000 Control Delay 18.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.84 Actuated Cycle Length (s) 104.6 Sum of lost time (s) 18.0 Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Lanes, Volumes, Timings 6: Weyerhaeuser Way S & S 320th St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 11 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1770 165 247 957 151 289 Future Volume (vph) 1770 165 247 957 151 289 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% 6% 5% 1% 5% 2% Shared Lane Traffic (%)50% Turn Type NA Perm D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 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:EBWB and 6:WBT, 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 12 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1770 165 247 957 151 289 Future Volume (vph) 1770 165 247 957 151 289 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 1524 1719 3574 3217 1441 Flt Permitted 1.00 1.00 0.08 1.00 0.98 1.00 Satd. Flow (perm) 3539 1524 139 3574 3217 1441 Peak-hour factor, PHF 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 1844 172 257 997 157 301 RTOR Reduction (vph) 0 36 0 0 118 118 Lane Group Flow (vph) 1844 136 257 997 190 32 Heavy Vehicles (%) 2% 6% 5% 1% 5% 2% Turn Type NA Perm D.P+P NA Prot Perm Protected Phases 2 1 6 4 Permitted Phases 2 2 4 Actuated Green, G (s) 103.0 103.0 113.0 118.0 12.0 12.0 Effective Green, g (s) 103.0 103.0 113.0 118.0 12.0 12.0 Actuated g/C Ratio 0.74 0.74 0.81 0.84 0.09 0.09 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) 2603 1121 225 3012 275 123 v/s Ratio Prot 0.52 c0.08 0.28 c0.06 v/s Ratio Perm 0.09 c0.84 0.02 v/c Ratio 0.71 0.12 1.14 0.33 0.69 0.26 Uniform Delay, d1 10.2 5.4 32.9 2.4 62.2 59.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.7 0.2 103.7 0.3 5.9 0.4 Delay (s) 11.9 5.6 136.6 2.7 68.1 60.3 Level of Service B A F A E E Approach Delay (s) 11.3 30.1 65.6 Approach LOS B C E Intersection Summary HCM 2000 Control Delay 24.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 1.10 Actuated Cycle Length (s) 140.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group LANE LEVEL OF SERVICE Lane Level of Service Site: 7 [2023 With Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionEastNorthWest 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). Delay Model: HCM Delay Formula (Geometric Delay is not included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:53:10 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour -32nd Ave S & S 323rd St.sip9 MOVEMENT SUMMARY Site: 7 [2023 With Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph East: S 323rd St 6 T1 3 0.0 4 0.0 0.061 3.3 LOS A 0.3 6.7 0.17 0.06 0.17 36.2 16 R2 63 0.0 76 0.0 0.061 3.3 LOS A 0.3 6.7 0.17 0.06 0.17 35.1 Approach 66 0.0 80 0.0 0.061 3.3 LOS A 0.3 6.7 0.17 0.06 0.17 35.1 North: 32nd Ave S 7u U 1 0.0 1 0.0 0.120 3.6 LOS A 0.6 14.3 0.04 0.00 0.04 34.1 7 L2 128 0.8 154 0.8 0.120 3.6 LOS A 0.6 14.3 0.04 0.00 0.04 33.3 14 R2 7 0.0 8 0.0 0.120 3.6 LOS A 0.6 14.3 0.04 0.00 0.04 32.4 Approach 136 0.8 164 0.8 0.120 3.6 LOS A 0.6 14.3 0.04 0.00 0.04 33.3 West: Driveway 5 L2 47 0.0 57 0.0 0.086 3.8 LOS A 0.4 9.5 0.30 0.17 0.30 34.4 2 T1 37 0.0 45 0.0 0.086 3.8 LOS A 0.4 9.5 0.30 0.17 0.30 34.3 Approach 84 0.0 101 0.0 0.086 3.8 LOS A 0.4 9.5 0.30 0.17 0.30 34.3 All Vehicles 286 0.4 344 0.4 0.120 3.6 LOS A 0.6 14.3 0.15 0.07 0.15 34.0 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. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. LOS F will result if v/c > 1 irrespective of movement delay value (does not apply for approaches and intersection). Intersection and Approach LOS values are based on average delay for all movements (v/c not used as specified in HCM 6). Roundabout Capacity Model: US HCM 6. Delay Model: HCM Delay Formula (Geometric Delay is not included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: Traditional M1. HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:53:10 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour -32nd Ave S & S 323rd St.sip9 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & S 323rd St 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 13 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 12 195 35 402 404 10 Future Volume (vph) 12 195 35 402 404 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% 2% 5% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 14 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 12 195 35 402 404 10 Future Volume (Veh/h) 12 195 35 402 404 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) 13 210 38 432 434 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 942 434 445 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 942 434 445 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 95 66 97 cM capacity (veh/h) 284 624 1126 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 13 210 38 432 434 11 Volume Left 13 0 38 0 0 0 Volume Right 0 210 0 0 0 11 cSH 284 624 1126 1700 1700 1700 Volume to Capacity 0.05 0.34 0.03 0.25 0.26 0.01 Queue Length 95th (ft) 4 37 3 0 0 0 Control Delay (s) 18.3 13.7 8.3 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 3.0 Intersection Capacity Utilization 40.0% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 9 [2023 With Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSouthNortheastWest LOS B B A B Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:09:52 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 MOVEMENT SUMMARY Site: 9 [2023 With Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Weyerhaeuser Way S 3u U 24 0.0 26 0.0 0.655 15.0 LOS B 6.8 172.2 0.74 0.73 0.77 33.2 3 L2 761 1.8 827 1.8 0.655 11.0 LOS B 6.8 172.2 0.74 0.73 0.77 31.2 18a R1 109 3.7 118 3.7 0.140 3.2 LOS A 0.7 19.3 0.51 0.45 0.51 33.9 Approach 894 2.0 972 2.0 0.655 10.2 LOS B 6.8 172.2 0.71 0.69 0.74 31.5 NorthEast: Weyerhaeuser Way S 1ux U 10 0.0 11 0.0 0.729 25.7 LOS C 8.3 217.1 1.00 1.19 1.49 30.9 1ax L1 400 5.8 435 5.8 0.729 22.1 LOS C 8.3 217.1 1.00 1.19 1.49 29.6 16ax R1 387 1.8 421 1.8 0.740 16.8 LOS B 8.3 209.4 1.00 1.19 1.52 31.5 Approach 797 3.8 866 3.8 0.740 19.6 LOS B 8.3 217.1 1.00 1.19 1.50 30.5 West: S 336th St 5a L1 263 0.4 286 0.4 0.342 11.7 LOS B 2.4 59.5 0.74 0.79 0.74 33.8 12 R2 546 1.8 593 1.8 0.550 6.7 LOS A 5.2 132.5 0.84 0.79 0.89 35.1 Approach 809 1.3 879 1.3 0.550 8.4 LOS A 5.2 132.5 0.80 0.79 0.84 34.6 All Vehicles 2500 2.4 2717 2.4 0.740 12.6 LOS B 8.3 217.1 0.83 0.88 1.01 32.1 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:09:52 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 LANE LEVEL OF SERVICE Lane Level of Service Site: 10 [2023 With Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSoutheastNortheastNorthwest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:56:42 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 MOVEMENT SUMMARY Site: 10 [2023 With Project -PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph SouthEast: Weyerhaeuser Way S 1u U 157 0.0 169 0.0 0.522 11.5 LOS B 3.6 89.8 0.49 0.57 0.49 32.7 6 T1 820 1.7 882 1.7 0.522 4.3 LOS A 3.6 89.8 0.49 0.53 0.49 32.3 16 R2 80 3.8 86 3.8 0.522 4.8 LOS A 3.5 90.1 0.49 0.50 0.49 31.7 Approach 1057 1.6 1137 1.6 0.522 5.4 LOS A 3.6 90.1 0.49 0.54 0.49 32.3 NorthEast: 33rd Pl S 7 L2 49 2.0 53 2.0 0.233 9.8 LOS A 0.9 23.8 0.67 0.80 0.67 24.1 14 R2 65 4.6 70 4.6 0.233 6.0 LOS A 0.9 23.8 0.67 0.80 0.67 23.2 Approach 114 3.5 123 3.5 0.233 7.6 LOS A 0.9 23.8 0.67 0.80 0.67 23.6 NorthWest: Weyerhaeuser Way S 5u U 51 0.0 55 0.0 0.624 12.2 LOS B 4.8 122.0 0.58 0.63 0.59 32.6 5 L2 124 0.0 133 0.0 0.624 10.1 LOS B 4.8 122.0 0.58 0.63 0.59 32.0 2 T1 1055 3.1 1134 3.1 0.624 5.0 LOS A 4.8 122.9 0.58 0.60 0.59 32.2 Approach 1230 2.7 1323 2.7 0.624 5.8 LOS A 4.8 122.9 0.58 0.60 0.59 32.2 All Vehicles 2401 2.2 2582 2.2 0.624 5.7 LOS A 4.8 122.9 0.54 0.58 0.55 31.7 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 1:56:42 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 Lanes, Volumes, Timings 11: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 420 19 723 199 343 0 0 949 380 Future Volume (vph) 0 0 0 420 19 723 199 343 0 0 949 380 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 300 395 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 Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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: 112.2 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 0 420 19 723 199 343 0 0 949 380 Future Volume (veh/h) 0 0 0 420 19 723 199 343 0 0 949 380 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 1870 1885 1885 0 0 1870 1856 Adj Flow Rate, veh/h 420 19 502 199 343 0 0 949 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 2 1 1 0 0 2 3 Cap, veh/h 641 29 585 317 1799 0 0 1225 Arrive On Green 0.37 0.37 0.37 0.10 0.50 0.00 0.00 0.34 0.00 Sat Flow, veh/h 1735 78 1585 1795 3676 0 0 3741 0 Grp Volume(v), veh/h 439 0 502 199 343 0 0 949 0 Grp Sat Flow(s),veh/h/ln 1813 0 1585 1795 1791 0 0 1777 0 Q Serve(g_s), s 18.5 0.0 26.9 6.1 4.8 0.0 0.0 22.0 0.0 Cycle Q Clear(g_c), s 18.5 0.0 26.9 6.1 4.8 0.0 0.0 22.0 0.0 Prop In Lane 0.96 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 670 0 585 317 1799 0 0 1225 V/C Ratio(X)0.66 0.00 0.86 0.63 0.19 0.00 0.00 0.77 Avail Cap(c_a), veh/h 789 0 689 825 1799 0 0 1546 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 24.1 0.0 26.8 19.5 12.6 0.0 0.0 26.9 0.0 Incr Delay (d2), s/veh 2.0 0.0 10.0 2.9 0.1 0.0 0.0 2.3 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 8.0 0.0 11.3 2.6 1.8 0.0 0.0 9.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 26.1 0.0 36.7 22.4 12.7 0.0 0.0 29.3 0.0 LnGrp LOS C A D C B A A C Approach Vol, veh/h 941 542 949 A Approach Delay, s/veh 31.8 16.2 29.3 Approach LOS C B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 52.1 14.5 37.6 39.9 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 6.8 8.1 24.0 28.9 Green Ext Time (p_c), s 3.3 0.9 7.7 5.1 Intersection Summary HCM 6th Ctrl Delay 27.3 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 2 589 0 0 0 0 422 191 554 810 0 Future Volume (vph) 135 2 589 0 0 0 0 422 191 554 810 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% 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: 99.1 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 09/01/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 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 2 589 0 0 0 0 422 191 554 810 0 Future Volume (veh/h) 135 2 589 0 0 0 0 422 191 554 810 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 1870 0 1885 1870 1870 1870 0 Adj Flow Rate, veh/h 135 2 466 0 422 191 554 810 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 2 0 1 2 2 2 0 Cap, veh/h 605 9 537 0 590 264 544 990 0 Arrive On Green 0.34 0.34 0.34 0.00 0.25 0.25 0.22 0.53 0.00 Sat Flow, veh/h 1784 26 1585 0 2499 1077 1781 1870 0 Grp Volume(v), veh/h 137 0 466 0 313 300 554 810 0 Grp Sat Flow(s),veh/h/ln 1811 0 1585 0 1791 1691 1781 1870 0 Q Serve(g_s), s 4.9 0.0 24.7 0.0 14.3 14.6 20.0 32.3 0.0 Cycle Q Clear(g_c), s 4.9 0.0 24.7 0.0 14.3 14.6 20.0 32.3 0.0 Prop In Lane 0.99 1.00 0.00 0.64 1.00 0.00 Lane Grp Cap(c), veh/h 614 0 537 0 439 415 544 990 0 V/C Ratio(X) 0.22 0.00 0.87 0.00 0.71 0.72 1.02 0.82 0.00 Avail Cap(c_a), veh/h 908 0 795 0 798 754 544 990 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 21.2 0.0 27.8 0.0 31.0 31.1 19.6 17.5 0.0 Incr Delay (d2), s/veh 0.3 0.0 8.2 0.0 3.1 3.4 43.3 5.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 10.2 0.0 6.3 6.1 14.0 13.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 21.5 0.0 36.0 0.0 34.0 34.5 62.9 23.2 0.0 LnGrp LOS C A D A C C F C A Approach Vol, veh/h 603 613 1364 Approach Delay, s/veh 32.7 34.2 39.3 Approach LOS C C D Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 36.3 53.4 25.5 27.9 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 26.7 34.3 22.0 16.6 Green Ext Time (p_c), s 3.7 3.3 0.0 5.4 Intersection Summary HCM 6th Ctrl Delay 36.6 HCM 6th LOS D Lanes, Volumes, Timings 13: Weyerhaeuser Way S & North Site Access 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 19 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 14 68 3 423 577 22 Future Volume (vph) 14 68 3 423 577 22 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 914 502 392 Travel Time (s) 41.5 13.7 10.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 14% 15% 33% 1% 1% 32% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 20 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 14 68 3 423 577 22 Future Volume (Veh/h) 14 68 3 423 577 22 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) 15 74 3 460 627 24 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 1105 639 651 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1105 639 651 tC, single (s) 6.5 6.4 4.4 tC, 2 stage (s) tF (s) 3.6 3.4 2.5 p0 queue free % 93 84 100 cM capacity (veh/h) 220 453 804 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 89 463 651 Volume Left 15 3 0 Volume Right 74 0 24 cSH 385 804 1700 Volume to Capacity 0.23 0.00 0.38 Queue Length 95th (ft) 22 0 0 Control Delay (s) 17.1 0.1 0.0 Lane LOS C A Approach Delay (s) 17.1 0.1 0.0 Approach LOS C Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 43.3% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 14: Weyerhaeuser Way S & Mid-North Site Access 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 21 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 21 77 5 405 626 19 Future Volume (vph) 21 77 5 405 626 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 (%) 5% 7% 20% 1% 2% 16% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 22 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 21 77 5 405 626 19 Future Volume (Veh/h) 21 77 5 405 626 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 84 5 440 680 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 1140 690 701 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1140 690 701 tC, single (s) 6.4 6.3 4.3 tC, 2 stage (s) tF (s) 3.5 3.4 2.4 p0 queue free % 89 81 99 cM capacity (veh/h) 218 436 818 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 107 445 701 Volume Left 23 5 0 Volume Right 84 0 21 cSH 359 818 1700 Volume to Capacity 0.30 0.01 0.41 Queue Length 95th (ft) 31 0 0 Control Delay (s) 19.2 0.2 0.0 Lane LOS C A Approach Delay (s) 19.2 0.2 0.0 Approach LOS C Intersection Summary Average Delay 1.7 Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 15: Weyerhaeuser Way S & WTC Driveway 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 23 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 12 17 2 398 702 1 Future Volume (vph) 12 17 2 398 702 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% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 24 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 12 17 2 398 702 1 Future Volume (Veh/h) 12 17 2 398 702 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 2 433 763 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 1200 764 764 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1200 764 764 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) 206 407 858 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 31 435 764 Volume Left 13 2 0 Volume Right 18 0 1 cSH 289 858 1700 Volume to Capacity 0.11 0.00 0.45 Queue Length 95th (ft) 9 0 0 Control Delay (s) 19.0 0.1 0.0 Lane LOS C A Approach Delay (s) 19.0 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 25 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 33 137 6 367 687 32 Future Volume (vph) 33 137 6 367 687 32 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 (%) 3% 4% 0% 1% 2% 9% 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 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2023 With Project - PM Peak Hour Page 26 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 33 137 6 367 687 32 Future Volume (Veh/h) 33 137 6 367 687 32 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) 36 149 7 399 747 35 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 1178 764 782 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1178 764 782 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 83 63 99 cM capacity (veh/h) 208 400 845 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 185 406 782 Volume Left 36 7 0 Volume Right 149 0 35 cSH 339 845 1700 Volume to Capacity 0.55 0.01 0.46 Queue Length 95th (ft) 77 1 0 Control Delay (s) 27.6 0.3 0.0 Lane LOS D A Approach Delay (s) 27.6 0.3 0.0 Approach LOS D Intersection Summary Average Delay 3.8 Intersection Capacity Utilization 55.0% ICU Level of Service B Analysis Period (min) 15 Lanes, Volumes, Timings 1: Weyerhaeuser Way S & S 323rd St 08/16/2021 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 48 18 206 227 3 Future Volume (vph) 2 48 18 206 227 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% 2% 5% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 1: Weyerhaeuser Way S & S 323rd St 08/16/2021 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 48 18 206 227 3 Future Volume (Veh/h) 2 48 18 206 227 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 53 20 226 249 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 515 249 252 vC1, stage 1 conf vol 249 vC2, stage 2 conf vol 266 vCu, unblocked vol 515 249 252 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 93 98 cM capacity (veh/h) 678 795 1325 Direction, Lane # EB 1 EB 2 NB 1 NB 2 SB 1 SB 2 Volume Total 2 53 20 226 249 3 Volume Left 2 0 20 0 0 0 Volume Right 0 53 0 0 0 3 cSH 678 795 1325 1700 1700 1700 Volume to Capacity 0.00 0.07 0.02 0.13 0.15 0.00 Queue Length 95th (ft) 0 5 1 0 0 0 Control Delay (s) 10.3 9.9 7.8 0.0 0.0 0.0 Lane LOS B A A Approach Delay (s) 9.9 0.6 0.0 Approach LOS A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 25.0% ICU Level of Service A Analysis Period (min) 15 LANE LEVEL OF SERVICE Lane Level of Service Site: 2 [2023 With Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSouthNortheastWest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:26:25 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 MOVEMENT SUMMARY Site: 2 [2023 With Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph South: Weyerhaeuser Way S 3u U 2 0.6 2 0.6 0.248 13.4 LOS B 1.5 37.7 0.34 0.60 0.34 34.1 3 L2 315 2.9 358 2.9 0.248 9.4 LOS A 1.5 37.7 0.34 0.60 0.34 32.0 18a R1 69 0.0 78 0.0 0.077 2.2 LOS A 0.4 9.3 0.33 0.31 0.33 34.4 Approach 386 2.4 439 2.4 0.248 8.1 LOS A 1.5 37.7 0.34 0.55 0.34 32.4 NorthEast: Weyerhaeuser Way S 1ux U 5 0.0 6 0.0 0.213 14.3 LOS B 1.0 27.3 0.48 0.70 0.48 36.1 1ax L1 163 13.5 185 13.5 0.213 10.8 LOS B 1.0 27.3 0.48 0.70 0.48 34.0 16ax R1 194 1.0 220 1.0 0.198 3.8 LOS A 1.0 24.2 0.45 0.46 0.45 37.7 Approach 362 6.6 411 6.6 0.213 7.1 LOS A 1.0 27.3 0.46 0.57 0.46 35.9 West: S 336th St 5a L1 129 0.8 147 0.8 0.127 9.8 LOS A 0.7 17.0 0.39 0.62 0.39 34.7 12 R2 229 1.3 260 1.3 0.184 4.3 LOS A 1.1 27.0 0.39 0.49 0.39 36.3 Approach 358 1.1 407 1.1 0.184 6.3 LOS A 1.1 27.0 0.39 0.54 0.39 35.7 All Vehicles 1106 3.4 1257 3.4 0.248 7.2 LOS A 1.5 37.7 0.40 0.55 0.40 34.5 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:26:25 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip9 LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2023 With Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Approaches IntersectionSoutheastNortheastNorthwest LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings 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. Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:17:17 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 MOVEMENT SUMMARY Site: 3 [2023 With Project -Sat PM Peak Hour (Site Folder: General)] IRG Federal Way -Woodbridge Business Park Site Category: (None) Roundabout Vehicle Movement Performance INPUT VOLUMES DEMAND FLOWS 95% BACK OF QUEUE Mov ID Turn Deg. Satn Aver. Delay Level of Service Prop. Que Effective Stop Rate Aver. No. Cycles Aver. Speed [ Total HV ][ Total HV ][ Veh.Dist ] veh/h %veh/h %v/c sec veh ft mph SouthEast: Weyerhaeuser Way S 1u U 45 0.0 48 0.0 0.212 10.7 LOS B 0.9 23.6 0.20 0.45 0.20 33.7 6 T1 348 1.1 387 1.1 0.212 3.4 LOS A 0.9 23.6 0.20 0.42 0.20 33.2 16 R2 69 2.9 77 2.9 0.212 3.9 LOS A 0.9 23.7 0.20 0.40 0.20 32.5 Approach 462 1.3 512 1.3 0.212 4.1 LOS A 0.9 23.7 0.20 0.42 0.20 33.1 NorthEast: 33rd Pl S 7u U 1 0.0 1 0.0 0.128 13.4 LOS B 0.5 11.5 0.43 0.62 0.43 29.0 7 L2 55 0.0 61 0.0 0.128 7.3 LOS A 0.5 11.5 0.43 0.62 0.43 24.6 14 R2 40 0.0 44 0.0 0.128 3.3 LOS A 0.5 11.5 0.43 0.62 0.43 23.8 Approach 96 0.0 107 0.0 0.128 5.7 LOS A 0.5 11.5 0.43 0.62 0.43 24.3 NorthWest: Weyerhaeuser Way S 5u U 9 0.0 10 0.0 0.231 10.8 LOS B 1.0 26.8 0.25 0.48 0.25 33.5 5 L2 56 0.0 62 0.0 0.231 8.8 LOS A 1.0 26.8 0.25 0.48 0.25 32.8 2 T1 401 6.5 446 6.5 0.231 3.6 LOS A 1.0 26.8 0.25 0.43 0.25 33.0 Approach 466 5.6 518 5.6 0.231 4.4 LOS A 1.0 27.1 0.25 0.44 0.25 33.0 All Vehicles 1024 3.1 1136 3.1 0.231 4.4 LOS A 1.0 27.1 0.25 0.45 0.25 32.0 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Se ttings dialog (Site tab). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement. Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 | Copyright © 2000-2020 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Licence: PLUS / 1PC | Processed: Friday, April 9, 2021 2:17:17 PM Project: T:\Active Projects\IRG Woodbridge (Federal Way) -5219\Planning -5219\Greenline BP\LOS\IRG Federal Way -Sat PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip9 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 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 0 143 10 235 145 173 0 0 327 173 Future Volume (vph) 0 0 0 143 10 235 145 173 0 0 327 173 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 300 395 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% 4% 9% Shared Lane Traffic (%) Turn Type Split NA Perm pm+pt NA NA Protected Phases 8 8 5 2 6 Permitted Phases 8 2 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 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 4: Weyerhaeuser Way S & SR-18 WB Ramps 09/01/2021 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 0 143 10 235 145 173 0 0 327 173 Future Volume (veh/h) 0 0 0 143 10 235 145 173 0 0 327 173 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 1841 1767 Adj Flow Rate, veh/h 143 10 141 145 173 0 0 327 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 4 9 Cap, veh/h 316 22 298 632 1854 0 0 804 Arrive On Green 0.19 0.19 0.19 0.15 0.52 0.00 0.00 0.23 0.00 Sat Flow, veh/h 1697 119 1598 1795 3647 0 0 3681 0 Grp Volume(v), veh/h 153 0 141 145 173 0 0 327 0 Grp Sat Flow(s),veh/h/ln 1815 0 1598 1795 1777 0 0 1749 0 Q Serve(g_s), s 2.6 0.0 2.7 1.7 0.8 0.0 0.0 2.7 0.0 Cycle Q Clear(g_c), s 2.6 0.0 2.7 1.7 0.8 0.0 0.0 2.7 0.0 Prop In Lane 0.93 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 338 0 298 632 1854 0 0 804 V/C Ratio(X)0.45 0.00 0.47 0.23 0.09 0.00 0.00 0.41 Avail Cap(c_a), veh/h 1855 0 1632 2204 4150 0 0 4084 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 12.4 0.0 12.4 6.3 4.1 0.0 0.0 11.2 0.0 Incr Delay (d2), s/veh 1.3 0.0 1.7 0.3 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 0.9 0.4 0.1 0.0 0.0 0.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.7 0.0 14.1 6.6 4.1 0.0 0.0 11.7 0.0 LnGrp LOS B A B A A A A B Approach Vol, veh/h 294 318 327 A Approach Delay, s/veh 13.9 5.3 11.7 Approach LOS B A B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 22.9 10.0 12.9 11.4 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 3.7 4.7 4.7 Green Ext Time (p_c), s 1.6 0.7 3.2 2.1 Intersection Summary HCM 6th Ctrl Delay 10.2 HCM 6th LOS B Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 EB Ramps 09/01/2021 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) 101 3 214 0 0 0 0 215 148 203 268 0 Future Volume (vph) 101 3 214 0 0 0 0 215 148 203 268 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% 4% 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: 45.2 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 EB Ramps 09/01/2021 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) 101 3 214 0 0 0 0 215 148 203 268 0 Future Volume (veh/h) 101 3 214 0 0 0 0 215 148 203 268 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 1856 1900 1885 0 1885 1885 1841 1870 0 Adj Flow Rate, veh/h 101 3 96 0 215 148 203 268 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, % 3 0 1 0 1 1 4 2 0 Cap, veh/h 310 9 281 0 516 339 598 985 0 Arrive On Green 0.18 0.18 0.18 0.00 0.25 0.25 0.13 0.53 0.00 Sat Flow, veh/h 1760 52 1598 0 2164 1362 1753 1870 0 Grp Volume(v), veh/h 104 0 96 0 185 178 203 268 0 Grp Sat Flow(s),veh/h/ln 1812 0 1598 0 1791 1640 1753 1870 0 Q Serve(g_s), s 1.7 0.0 1.8 0.0 2.9 3.1 2.5 2.7 0.0 Cycle Q Clear(g_c), s 1.7 0.0 1.8 0.0 2.9 3.1 2.5 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 319 0 281 0 446 409 598 985 0 V/C Ratio(X) 0.33 0.00 0.34 0.00 0.41 0.44 0.34 0.27 0.00 Avail Cap(c_a), veh/h 2424 0 2137 0 2130 1951 1415 2224 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 12.1 0.0 12.1 0.0 10.6 10.6 6.5 4.4 0.0 Incr Delay (d2), s/veh 0.8 0.0 1.0 0.0 0.9 1.0 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 0.6 0.0 0.9 0.9 0.6 0.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.0 0.0 13.2 0.0 11.4 11.7 6.9 4.6 0.0 LnGrp LOS B A B A B B A A A Approach Vol, veh/h 200 363 471 Approach Delay, s/veh 13.1 11.6 5.6 Approach LOS B B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 10.9 22.7 9.3 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 3.8 4.7 4.5 5.1 Green Ext Time (p_c), s 1.4 2.3 0.6 3.3 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A Lanes, Volumes, Timings 6: Weyerhaeuser Way S & North Site Access 08/16/2021 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) 10 46 3 214 251 24 Future Volume (vph) 10 46 3 214 251 24 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 (%) 20% 24% 33% 1% 25% 2% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 6: Weyerhaeuser Way S & North Site Access 08/16/2021 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) 10 46 3 214 251 24 Future Volume (Veh/h) 10 46 3 214 251 24 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) 11 50 3 233 273 26 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 525 286 299 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 525 286 299 tC, single (s) 6.6 6.4 4.4 tC, 2 stage (s) tF (s) 3.7 3.5 2.5 p0 queue free % 98 93 100 cM capacity (veh/h) 482 704 1105 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 61 236 299 Volume Left 11 3 0 Volume Right 50 0 26 cSH 650 1105 1700 Volume to Capacity 0.09 0.00 0.18 Queue Length 95th (ft) 8 0 0 Control Delay (s) 11.1 0.1 0.0 Lane LOS B A Approach Delay (s) 11.1 0.1 0.0 Approach LOS B Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 24.7% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 7: Weyerhaeuser Way S & Mid-North Site Access 08/16/2021 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) 9 42 2 208 276 21 Future Volume (vph) 9 42 2 208 276 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 (%) 11% 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 7: Weyerhaeuser Way S & Mid-North Site Access 08/16/2021 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) 9 42 2 208 276 21 Future Volume (Veh/h) 9 42 2 208 276 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) 10 46 2 226 300 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 542 312 323 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 542 312 323 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) 486 702 1248 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 56 228 323 Volume Left 10 2 0 Volume Right 46 0 23 cSH 650 1248 1700 Volume to Capacity 0.09 0.00 0.19 Queue Length 95th (ft) 7 0 0 Control Delay (s) 11.1 0.1 0.0 Lane LOS B A Approach Delay (s) 11.1 0.1 0.0 Approach LOS B Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 25.8% ICU Level of Service A Analysis Period (min) 15 Lanes, Volumes, Timings 8: Weyerhaeuser Way S & WTC Driveway 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 11 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 1 1 210 317 1 Future Volume (vph) 0 1 1 210 317 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 8: Weyerhaeuser Way S & WTC Driveway 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 12 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1 1 210 317 1 Future Volume (Veh/h) 0 1 1 210 317 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 1 228 345 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 576 346 346 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 576 346 346 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) 482 702 1224 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 1 229 346 Volume Left 0 1 0 Volume Right 1 0 1 cSH 702 1224 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 9: Weyerhaeuser Way S & South Site Access 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 13 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 15 78 6 196 280 38 Future Volume (vph) 15 78 6 196 280 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 15 25 25 Link Distance (ft) 1049 758 719 Travel Time (s) 47.7 20.7 19.6 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 7% 6% 0% 1% 6% 5% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM Unsignalized Intersection Capacity Analysis 9: Weyerhaeuser Way S & South Site Access 08/16/2021 IRG Federal Way - Woodbridge Business Park Synchro 10 Report 2022 With Project - SAT PM Peak Hour Page 14 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 15 78 6 196 280 38 Future Volume (Veh/h) 15 78 6 196 280 38 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) 16 85 7 213 304 41 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 552 324 345 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 552 324 345 tC, single (s) 6.5 6.3 4.1 tC, 2 stage (s) tF (s) 3.6 3.4 2.2 p0 queue free % 97 88 99 cM capacity (veh/h) 484 707 1225 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 101 220 345 Volume Left 16 7 0 Volume Right 85 0 41 cSH 659 1225 1700 Volume to Capacity 0.15 0.01 0.20 Queue Length 95th (ft) 13 0 0 Control Delay (s) 11.4 0.3 0.0 Lane LOS B A Approach Delay (s) 11.4 0.3 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 ITE Land Use Units 1 LUC 2 In Out Trip Rate3 In Out Total Truck Trip Rate/ % 4,5 In Out Enter Exit Total Enter Exit Total Weekday Daily Proposed Use: Industrial Park 972,000 GFA 130 50%50%EQN 1,532 1,531 3,063 0.57 50%50%277 277 554 1,255 1,254 2,509 Net New Daily Trips = 1,532 1,531 3,063 277 277 554 1,255 1,254 2,509 Weekday AM Peak Hour Proposed Use: Industrial Park 972,000 GFA 130 81%19%0.40 315 74 389 0.04 45% 55% 18 21 39 297 53 350 Net New AM Peak Hour Trips = 315 74 389 18 21 39 297 53 350 Weekday PM Peak Hour Proposed Use: Industrial Park 972,000 GFA 130 21%79%0.40 82 307 389 0.04 38% 62% 15 24 39 67 283 350 Net New PM Peak Hour Trips = 82 307 389 15 24 39 67 283 350 Saturday Peak Hour Proposed Use: Industrial Park 972,000 GFA 130 32%68%0.30 93 199 292 13%32%68%12 26 38 81 173 254 Net New Saturday Peak Hour Trips = 93 199 292 12 26 38 81 173 254 Notes: 2. Land Use Code and trip rates based on ITE Trip Generation Manual, 10th Edition, 2017. 3. 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). 4. Weekday daily, AM peak hour, and PM peak hour truck trip rates based on ITE Trip Generation Manual 10th Edition Supplement, 2020. 5. Saturday peak hour truck percentage based on ITE Trip Generation Handbook, 3rd Edition, 2017. Woodbridge Business Park Trip Generation Summary 1. GFA = Gross Floor Area. Non-Truck Trip GenerationTruck Trip GenerationDirectional Distribution Trips Generated Directional Distribution 9/2/2021 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Appendix E City’s EMME/2 Traffic Model Distribution Plot 2 0021 3 00 0320 2611 7 22 1526 0333 286 7 19 11011 2 6 5 2 4 625 01 60 061 0 0 43 16 2 081 40 3 181 110 2011 4 148 7 4 656 5 10071004166 3215 5717321710 3211 501443 4 91 0 143 16 16 3 4 18 18 441313 6 4361 9 25 12110 2 9 0550600 6 0 1 0 1 032 0701 600302 0 2 020 6 00143033 2 3 42 65 4 465 3342 2 4122 0 6 2 509 0 0 0 99 0 236 20 13 1111012 24 20736 7 62 0 2 002 0 0000 0282220 2 034 4308 800 4 00 830007010000512000 425410 13310 2 02900104 181 9 3026 0 0 0 012 1 0 40 20 2 114 0020 0000 11 02 1 0700 15142407000 0 0 0002 000022787 24 7 201 1 20 0 0 8300 907900100 600 08 11 26 7 5 5 11 12 17 11 40714 4 1176 29 11 412 0 0 03 2 005 1111 0 1 5 2 3 2 13 4 3 03 14 10117002 0001 5 10037 4 101 00 0 010 19 1 1 09111 11 01 60103 4 4 04 0000 002 0091 8031100 2000000 0011 2 081 10 0300011 3 4 10 1 01100 5 1 1 09 00 11111 1009 0 9 9 0 0009 100 0 0 0 00 200 36 01 0 141 0 1 00000 00 1 8 00 4 4 1111 120 0 00 1 3 2 002 3 2 001 1001 23030 2 2 01 1 12 1 0 1 1 0 00 00 0 000 0 09 1 2 201 1 11 404 4 01 3 0 02 00100 20000 10 03000 5 1 1 09 00000 0 0 0 00 200001200 0 0 00 00 0 36 01 0 0 0 0 000 0000000 0 000 1 0 00 1 0001 1 8 14 0 0000 11 1 2 00 0 00 02 1 2 00000 2002 0220 0000 1 0 2 00 0 00 4 126 0 9 1 2 21 44 01 4 1 001 3 0 002 00 0100 05 1 1 09 00010 000 01 00 00 0 01 06 0 1 0 001 010 1 1036 01 000 0000 0 00 1 8 14 4 1 00100 2 0 00100 00 102 10 001 001 00 01 3 00 0333 20 0333 28651111 0 1 5 4 101 08 1 91 009 2 171521 000 1 0 021701116 2 081 40 3 181 1 5 132 2 001 1 0 11 02002231037 4 101 000 1 0 00 1 01 0 1 0 1 6 3 1 2 4 04 091 501443 4 98031143 16 16 3 4 18 441313 10 22 9 05506 00 00 12 0 1000 00 0012 08032 0 7 1 0001 7 2 9 3 4 10 1 011701 600302 0 2 020 6 0014302 33 33 2 3 42 65 3342 2 509 0 0 0 919 007 0 2 002 0 0 034 4308 800 4 00 830007010000512000 425410 133141 0 1 0 000 10 2 02900104 181 0 41707000 0000 0 4 4 00100 120 0 0300 907900100 600 08 1 0 6 0000 005 6 0 0 4 12510 15 6 10 00 6 00171721 7 2 0 1 7000 2 1714 151 9 0900 2 00 00 6 0 0000 0000 9 0 9 009000 0 0 000 0 01 06 0 000 6 15511722 0 2 2 00 00010 1000013 0 3 0 3 300000 00 00 0141 1 1 4 4 1 00 20 012 0 020 02 11101110000 0 100 2 10 0 0 0001 2 00 1 3 0 10 1 33 20 002 7214733 286 510 15 6 10 0 023 2 382 0 332 9 1 0 1 5 17152 2172170110010 00000217 2017 1 5 132 2 0 00 0 02002231 0 02 1714 11 523 1120 0 1 3 1 2 02 1 0 3 0 3 0 3 3 0 0 1443 4 9014302 33 33 2 3 42 65 3342 2 10011 1 203 26 0 0 0 0001 8 0410 1541739 019 1 14 70 00 6 15511722 0 2 0 1 0 292 0 236 1 1 2 137 262 0 2 0 0 2 22120 0 0 01 2 20 421 0 2 3140 1 221 0 1 20 4100020 0 0 0001034430313631 261 0 111190 413 141 1 1 4 1 401 00 2 2 10 01 0 1 1 00010 00 21101229291021124114211 221 12 252 711394 21 362 821532 721 5 1 22 101 1 1 4 1 1 4 00 032 5 010122 8 228 2 1 0 121102011 6111 4 148 710071004166 325711122 0 11252 1111 514 141 4 1 1444411722828 1 0 14 0020 0000 11 04 85100 0 0 20000 10 010 111 1 1 0 0 0 0001 2 00 1 3 0 0 15 11 51470 022 0 331 2 2 9 0 10 0 3 11120 0 11110 0 3 20 3 0 611 18 7 100 312 03 26 0 0 0 0001 8 0410 1541739 019 1 14 70 022 236 1 1 2 221221141 0 0 4 141 4 61 5115 51 0 0 0 11 5511 2 1020 3421 0 2 3140 1 0 1 221 0 1 20 4100044441172281 0242 0 0 0 00013631 111913 01 1 40 14 8500002010 00 20110122929010 2094 1 10 4721 121 252 711394 2 0 2 0 140 220 0 0 0 000 0 1 1 1 11 1 1 1 1 2111323 2323 2 2 00223 174 193 21261157 19 11011 2 6 5 4 53102141 4 40 1 12 1102 120 120 0 0 10 11 4 625 0062 0 00 224 111 4 001 0 0 021 06 04 2 0 368 9 32 121 0 0 3 20 4317321710 3200 34 2 410 0 2001 4 1 0 0251511 16201 011 4 18 18 4 0 2 6 4361 9 25 1223600 00 0 12216 5491 6 6 1 01011 0 111113 1111036 7 62 17100 110 220100 0 00104 1812 0 09 300 0 0 012 1 0 20 2 111100 1 00 0000 0 01 0 011 110 2 1 00 0 1 20002004 5 101 00010001 10 30 22 5213787 24 7 21 1 100 8826 7 512 11 7144 1176 29 11 412 2 0 2 00223 174 193 2100261150 0 2 351 10 14 530000 0 0 0 0 0 10000 01 1123 61 1 5721 414 1 0 0 000 0 10 00 000 00 00 000 000 3 0 1 21 0 3 111 0 00 1 01 0 110 0 11 1 14 31001 08 1 91 009 2 4 625 001 0 0 11 0 000062 0 00 224 111 4 00134 0 0 00 021 06 0410 2 30 36170 16 2 083 1811 0 321 0 037 4 2 3 9212120 0 00 0 0 000 0 00160 0 1 1 0 0 3 20 3 1 104 04 1 0 001 1 1 1 340 0 20310131130 22 100 1 4 1 0 0251511 16201 0 1 0 801 1 1413313 1 441411 0 31143 16 16 3 4 18 18 441310 21 36 4361 9 25 10 22 9 05235060000 0087 1 0001 7 2 9 0 0 00111 010111200 0 11000 0 00 0000 100 10 1 0 1001113 1111036 7 62000000 17100 1100000 0 0 22114443220 500004025102413111583136713420 0 612410101 1 0 130 130 0 0 0 00104 1812 0 09 300 0 0 012 1 0 20 230 0 2101 101110 2 1 00 0 1 0 0 000 0 000 0000 1 10 110 0702000724 4 0001 00010001 10 30 22 5213787 24 7 21 1 18831 33 1126 7 512 11 7144 1176 29 11 412 00 000 3 2 000 0 0 0 0 0 0 0000 00000 0 000 000000 00 0 01 0 0 000 000 0 002 3 000 0 000 10 00 000 00 00 01 00 21 1 00 3 111 0 00010 2 13 4 3 03 14 31001 0801 0 012 2 01 1 12 1 0 1 1 0 00 00 1 0 037 400000 0 0 00000 0 00 0 1 1 00 0 0 000 0 00001 03 4 3 1 104 04 2010 011 31803110 2000087 1 000100000 0 00 010 0000 0 0 00000 00 0 0 0 0 00001 00 0000 1104 4 4242332 2312 1 00 100 000 0212 2 10017 0 0 0 171 171 1 1 01 2 3516 20 2 01 2 10 20 00 0 02 2 42 0 211 1 11 10 10102 2 1 10000100 0 1 0 101010 00 0110 11011 1 110 10 0 00 0 0 101 70 1 1 120 02 62 110212211 123 1 010 1 00131 0 21 34101 11 111 0 242102 121 03 0230 0 0 210 010 1 21350 20020111200 0 111 10101 0 21 10 100170 1 11891311110 00170 1 11 220 121 11003420 0 612415210 0111111 1 1110 0 001001 210 1 01001001 00 0 000 0 00000 000000 1 10 11000 002252 2152505021242242493112211114131 0 140 220 0 0 0 00 000 11 10 10 121 0 011 1 310017 0171 171 17401 2 10 21 2 110 120 21 0120 102 011 1 110 10 0 00 0 0 0 1 1 1 111101 0 02 21 44 41 12 1102 120 120 0 0 10 11 2 0 1 0101001101 11 111 0 2 121 0 0 3 20 00 0 0 230 0 200 0 1121 01011 0 111 10101110 0170 1 10 00 1 00 000000101 0 0111111 1 1110 0 0 10 01210 1 01001000 110110 1 1220 2 52 21525050212224 2 2 0 2 0 140 220 0 0 0 000 0 1 1 1 11 1 1 1 1 2111323 2323 2 2 00223 174 193 21261157 19 11011 2 6 5 4 53102141 4 40 1 12 1102 120 120 0 0 10 11 4 625 0062 0 00 224 111 4 001 0 0 021 06 04 2 0 368 9 32 121 0 0 3 20 4317321710 3200 34 2 410 0 2001 4 1 0 0251511 16201 011 4 18 18 4 0 2 6 4361 9 25 1223600 00 0 12216 5491 6 6 1 01011 0 111113 1111036 7 62 17100 110 220100 0 00104 1812 0 09 300 0 0 012 1 0 20 2 111100 1 00 0000 0 01 0 011 110 2 1 00 0 1 20002004 5 101 00010001 10 30 22 5213787 24 7 21 1 100 8826 7 512 11 7144 1176 29 11 412 Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Appendix F Pipeline Project Trip Assignments Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA Appendix G WSDOT Turn Lane Evaluation Updated Transportation Impact Analysis Woodbridge Business Park – Federal Way, WA