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008 TIA IRG Greenline Buildings A and B Federal Way, WA Transportation Impact Study March 6, 2018 Prepared for: Federal Way Campus, LLC 4020 Kinross Lakes Parkway, Suite 200 Richfield, OH 44286 Prepared by: TENW Transportation Engineering NorthWest 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 Office: (425) 889-6747 Fax: (425) 889-8369 Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page i Table of Contents EXECUTIVE SUMMARY ........................................................................................................ 1 Project Description ................................................................................................................ 2 Project Approach ................................................................................................................. 2 Primary Data and Information Sources ...................................................................................... 2 EXISTING CONDITIONS ....................................................................................................... 5 Roadway Network ............................................................................................................... 5 Transit Service...................................................................................................................... 5 Bicycle & Pedestrian Facilities ................................................................................................. 5 Existing Traffic Volumes .......................................................................................................... 5 Existing Level of Service ......................................................................................................... 8 FUTURE CONDITIONS ........................................................................................................ 10 Project Trip Generation ........................................................................................................ 10 Project Trip Distribution and Assignment .................................................................................. 10 Future Traffic Volumes .......................................................................................................... 15 Future Level of Service ......................................................................................................... 22 Queue Analysis .................................................................................................................. 25 Non-Motorized Assessment .................................................................................................. 26 Appendices Appendix A – Existing Peak Hour Traffic Count Data Appendix B – Level of Service Calculations Appendix C – Trip Generation Calculations Appendix D – City’s EMME/2 Traffic Model Distribution Plots Appendix E – Proposed Channelization on Weyerhaeuser Way S Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page ii Figures Figure 1 Project Site Vicinity ....................................................................................................... 3 Figure 2 Preliminary Site Plan ..................................................................................................... 4 Figure 3 2017 Existing AM Peak Hour Traffic Volumes ................................................................... 6 Figure 4 2017 Existing PM Peak Hour Traffic Volumes .................................................................... 7 Figure 5 AM Peak Hour Project Trip Assignment for Building A ....................................................... 11 Figure 6 PM Peak Hour Project Trip Assignment for Building A ........................................................ 12 Figure 7 AM Peak Hour Project Trip Assignment for Building B ....................................................... 13 Figure 8 PM Peak Hour Project Trip Assignment for Building B ........................................................ 14 Figure 9 2019 Without-Project AM Peak Hour Traffic Volumes ....................................................... 16 Figure 10 2019 Without-Project PM Peak Hour Traffic Volumes ...................................................... 17 Figure 11 2019 AM Peak Hour Traffic Volumes with Building A ..................................................... 18 Figure 12 2019 PM Peak Hour Traffic Volumes with Building A ..................................................... 19 Figure 13 2020 AM Peak Hour Traffic Volumes with Buildings A and B ........................................... 20 Figure 14 2020 PM Peak Hour Traffic Volumes with Buildings A and B ........................................... 21 Tables Table 1 Existing Roadway Network Summary – Project Site Vicinity .................................................. 5 Table 2 LOS Criteria for Signalized and Stop-Controlled Intersections1 .............................................. 8 Table 3 2017 Existing PM Peak Hour Level of Service Summary ...................................................... 9 Table 4 Trip Generation Summary ............................................................................................ 10 Table 5 Future 2019 Peak Hour Level of Service Summary ........................................................... 22 Table 6 Future 2020 Peak Hour Level of Service Summary ........................................................... 24 Table 7 AM and PM Peak Hour Queue Summary ....................................................................... 25 Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 1 EXECUTIVE SUMMARY This Transportation Impact Analysis (TIA) documents the traffic impacts associated with the proposed IRG Greenline Building A and B developments. This TIA is intended to address comments received in the City’s 4th Round Technical Review Comments (dated January 26, 2018). Project Proposal. The proposed northern building, also referred to as Building A, includes the development of up to 225,950 square feet (SF) of warehouse building area. The proposed southern building (Building B) includes up to 215,350 SF of warehouse building area. The existing site is vacant. Vehicular access to the site is proposed at five locations; four via the existing Loop Road that connects to Weyerhaeuser Way S to the north and a new driveway on Weyerhaeuser Way S aligned with S 341st Street, which is a private drive. The driveways on the Loop Road will serve passenger cars only, and the access on Weyerhaeuser Way S will serve both passenger cars and trucks. Buildout of Building A is expected by 2019. Buildout of Building B is expected by 2020. Trip Generation. The proposed Building A is estimated to generate 994 new weekday daily trips with 129 new trips occurring during the AM peak hour (102 entering, 27 exiting) and 100 new trips occurring during the PM peak hour (25 entering, 75 exiting). Building B is estimated to generate 954 new weekday daily trips with 126 net trips occurring during the AM peak hour (100 entering, 26 exiting) and 97 new trips occurring during the PM peak hour (24 entering, 73 exiting). Intersection LOS Analysis. A level of service (LOS) analysis was conducted at six off-site study intersections during the weekday AM and PM peak hours. The results showed that the study intersections are estimated to operate at LOS D or better in 2020 with the IRG Greenline Building A and B developments. Queue Analysis. A queue analysis was conducted along Weyerhaeuser Way S from the proposed site access to the SR-18 ramp intersections for future 2020 weekday AM and PM peak hour conditions with the proposed IRG Greenline Building A and B developments. The results showed that all turning movements on Weyerhaeuser Way S at the proposed site access location are anticipated to have a 95th-percentile queue of no more than 75 feet during the AM and PM peak hours. The anticipated 95th-percentile queue for the northbound left-turn movement into the site is expected to be accommodated by the proposed storage. Non-Motorized Assessment. With the proposed IRG Greenline Building A and B developments, a new north-south crosswalk would be provided across the proposed south driveway on Weyerhaeuser Way S to connect the sidewalk to the south. With the proposed project, the existing center turn lane striping and small landscape island would be removed to allow for a new northbound center left-turn lane. To address the impact of the new center turn-lane striping at the existing crosswalk location, the crosswalk and bus stops are proposed to be relocated approximately 260 feet north of the proposed south site access on Weyerhaeuser Way S. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 2 INTRODUCTION This Traffic Impact Analysis (TIA) has been prepared for the proposed IRG Greenline Building A and B developments located between I-5 and Weyerhaeuser Way S, north of SR-18, in Federal Way, WA (see Figure 1). Project Description The proposed northern building, also referred to as Building A, includes the development of up to 225,950 square feet (SF) of warehouse building area. The proposed southern building (Building B) includes up to 215,350 SF of warehouse building area. The existing site is vacant. Vehicular access to the site is proposed at five locations; four via the existing Loop Road that connects to Weyerhaeuser Way S to the north and a new driveway on Weyerhaeuser Way S aligned with S 341st Street, which is a private drive. The driveways on the Loop Road will serve passenger cars only, and the access on Weyerhaeuser Way S will serve both passenger cars and trucks. Buildout of Building A is expected by 2019. Buildout of Building B is expected by 2020. A preliminary site plan is provided in Figure 2. Project Approach To analyze the traffic impacts from the IRG Greenline Building A and B developments, the following tasks were undertaken: • Assessed existing conditions through field reconnaissance and reviewed existing planning documents. • Documented existing traffic volumes and intersection levels of service (LOS) at the following six study intersections during the weekday AM and PM peak hour: 1. Weyerhaeuser Way S / S 336th Street (roundabout) 2. Weyerhaeuser Way S / Weyerhaeuser Rd (stop controlled) 3. Weyerhaeuser Way S / 33rd Pl S (roundabout) 4. Weyerhaeuser Way S / S 341st Street (stop controlled) 5. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 6. Weyerhaeuser Way S / SR-18 EB Ramps (signalized) • Developed weekday daily, AM peak hour, and PM peak hour trip generation estimates. • Distributed and assigned weekday AM and PM peak hour project-generated trips based on EMME/2 traffic distribution model plots. • Analyzed weekday AM and PM peak hour LOS at the six study intersections 3 scenarios (2019 Without-Project, 2019 With Building A, 2020 With Building A and B). • Conducted future 2020 weekday AM and PM queue analyses along Weyerhaeuser Way S at the SR-18 ramp intersections and the proposed site access. Primary Data and Information Sources • Institute of Transportation Engineers (ITE), Trip Generation Manual, 9th Edition. • 2016 and 2017 AM and PM peak hour traffic counts, TCC & ATD. • Highway Capacity Manual (HCM), 6th Edition, 2016. • City of Federal Way EMME/2 Traffic Model Distribution Plots. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 3 Figure 1 Project Site Vicinity Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 4 Figure 2 Preliminary Site Plan Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 5 EXISTING CONDITIONS Roadway Network Primary vehicular access to the site is provided by Weyerhaeuser Way S, S 336th Street, and Weyerhaeuser Road. The existing street characteristics of each of these is summarized below in Table 1. Table 1 Existing Roadway Network Summary – Project Site Vicinity Roadway Orientation Classification Speed Limit Number of Travel Lanes Sidewalks Bicycle Facilities Weyerhaeuser Way S North-South Minor Arterial 35 mph 4 East Side Both Sides S 336th Street East-West Minor Arterial 35 mph 2 Both Sides1 Both Sides1 Weyerhaeuser Road North-South Local Road 25 2 None None 1. West of I -5 Transit Service Transit service to and from the project vicinity is provided by Pierce Transit. The nearest public transit stops are located on Weyerhaeuser Way S north of the Highway 18 westbound ramps serving Pierce Transit Route 501. Route 501 provides weekday service to/from Milton to Federal Way. The current schedule for Route 501 includes approximately 60-minute headways. Bicycle & Pedestrian Facilities Existing bicycle and pedestrian facilities in the project vicinity include bicycle lanes on both side of Weyerhaeuser Way S and paved sidewalks on the east side of the street. Along the Weyerhaeuser Loop Road, gravel shoulders exist on both sides of the street. A mid-block crosswalk also exists on Weyerhaeuser Way S between the Highway 18 westbound ramps and 33rd Place S. Signalized crosswalks also exist at the SR-18 ramp intersections with Weyerhaeuser Way S. Existing Traffic Volumes Existing weekday AM and PM peak hour traffic volumes at the 6 study intersections were based on counts collected in 2016 and 2017. Figures 3 and 4 illustrate the existing 2017 AM and PM peak hour traffic volumes at the study intersections. It should be noted that westbound left-turns from the S 341st Street private driveway (intersection #4) onto Weyerhaeuser Way S are not permitted based on existing signage and striping that indicates “right turn only,” however some vehicles currently make this turn illegally. For the level of service (LOS) analysis, these vehicles were re-assigned to the Weyerhauser Way S / 33rd Place S roundabout. The volumes at the Weyeraeuser Way S / Weyerhaeuser Rd intersection were also adjusted to balance with the adjacent Weyerhaeuser Way S / 33rd Place S roundabout as the counts were collected on different days. Appendix A includes the existing AM and PM peak hour turning movement data at the study intersections. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 6 Figure 3 2017 Existing AM Peak Hour Traffic Volumes Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 7 Figure 4 2017 Existing PM Peak Hour Traffic Volumes Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 8 Existing Level of Service Existing weekday AM and PM peak hour level of service (LOS) analyses were conducted at the following study intersections: 1. Weyerhaeuser Way S / S 336th Street (roundabout) 2. Weyerhaeuser Way S / Weyerhaeuser Road (stop controlled) 3. Weyerhaeuser Way S / 33rd Place S (roundabout) 4. Weyerhaeuser Way S / S 341st Street (stop controlled) 5. Weyerhaeuser Way S / SR-18 WB Ramps (signalized) 6. Weyerhaeuser Way S / SR-18 EB Ramps (signalized) LOS generally refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes intersection LOS. At signalized intersections, LOS A represents free-flow conditions (motorists experience little or no delays), and LOS F represents forced-flow conditions where motorists experience an average delay in excess of 80 seconds per vehicle. The LOS reported for signalized intersections represents the average control delay (sec/veh) and can be reported for the overall intersection, for each approach, and for each lane group (additional v/c ratio criteria apply to lane group LOS only). The LOS reported at stop-controlled intersections is based on the average control delay and can be reported for each controlled minor approach, controlled minor lane group, and controlled major- street movement (and for the overall intersection at all-way stop controlled intersections. Additional v/c ratio criteria apply to lane group or movement LOS only). Table 2 outlines the current HCM (6th Edition) LOS criteria for signalized and stop-controlled intersections based on these methodologies. Table 2 LOS Criteria for Signalized and Stop-Controlled Intersections1 SIGNALIZED INTERSECTIONS STOP-CONTROLLED INTERSECTIONS LOS by Volume-to Capacity (V/C) Ratio2 LOS by Volume-to Capacity (V/C) Ratio3 Control Delay (sec/veh)  1.0 > 1.0 Control Delay (sec/veh)  1.0 > 1.0  10 A F  10 A F > 10 to  20 B F > 10 to  15 B F > 20 to  35 C F > 15 to  25 C F > 35 to  55 D F > 25 to  35 D F > 55 to  80 E F > 35 to  50 E F > 80 F F > 50 F F 1 Source: Highway Capacity Manual, 6th Edition, Transportation Research Board, 2016. 2 For approach-based and intersection-wide assessments at signals, LOS is defined solely by control delay. 3 For two-way stop controlled intersections, the LOS criteria apply to each lane on a given approach and to eac h approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole at two-way stop controlled intersections. For approach-based and intersection-wide assessments at all-way stop controlled intersections, LOS is solely defined by control delay. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 9 Level of service calculations for intersections were based on methodology and procedures outlined in the Highway Capacity Manual, Transportation Research Board (HCM 6th Edition). The Synchro 10.1 software was used to determine LOS results for stop controlled and signalized intersections. The Sidra 7.0 software was used to determine LOS results at the roundabouts. Existing signal timing at the SR-18 ramp intersections with Weyerhaeuser Way S was provided by WSDOT. The 2017 existing weekday AM and PM peak hour LOS analysis results at the study intersections are summarized in Table 3. The 2017 existing LOS worksheets are included in Appendix B. Table 3 2017 Existing PM Peak Hour Level of Service Summary 2017 Existing Study Intersection/Movement LOS Delay (sec) v/c1 AM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St A 4.5 0.26 3. Weyerhaeuser Way S / 33rd Pl S A 4.6 0.27 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 7.9 0.01 Eastbound Right-Turn A 9.8 0.01 4. Weyerhaeuser Way / S 341st St Westbound Right-Turn B 10.7 0.01 Southbound Left-Turn A 9.3 0.02 Signalized 5. Weyerhaeuser Way S / SR-18 WB Ramps C 29.0 0.89 6. Weyerhaeuser Way S / SR -18 EB Ramps B 16.6 0.79 PM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St A 8.1 0.57 3. Weyerhaeuser Way S / 33rd Pl S A 5.6 0.35 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 8.7 0.00 Eastbound Right-Turn B 12.5 0.02 4. Weyerhaeuser Way / S 341st St Westbound Right-Turn B 11.2 0.05 Southbound Left-Turn A 9.4 0.00 Signalized 5. Weyerhaeuser Way S / SR -18 WB Ramps D 44.5 1.02 6. Weyerhaeuser Way S / SR -18 EB Ramps C 33.1 1.01 1. V/c shown at signalized intersections is the max v/c ratio for all lane groups. As shown in Table 3, all study intersections currently operate at LOS D or better in 2017. Additionally, all v/c ratios are currently under 1.2 for all lane groups at signalized intersections, and less than 1.0 for all movements at unsignalized intersections, meeting City standards. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 10 FUTURE CONDITIONS Project Trip Generation The trip generation estimates for the proposed IRG Greenline Building A and B developments were based on methodology documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition for LUC 150 (Warehousing). Table 4 summarizes the new weekday daily, AM peak hour, and PM peak hour trip generation estimates for the proposed project. Table 4 Trip Generation Summary New Trips Generated (PASSENGER VEHICLES ONLY) New Trips Generated (TRUCKS ONLY) Total New Trips Generated (ALL VEHICLES) Time Period In Out Total In Out Total In Out Total Building A Daily 398 397 795 99 100 199 497 497 994 AM Peak Hour 81 22 103 21 5 26 102 27 129 PM Peak Hour 20 60 80 5 15 20 25 75 100 Building B Daily 382 381 763 95 96 191 477 477 954 AM Peak Hour 80 21 101 20 5 25 100 26 126 PM Peak Hour 19 59 78 5 14 19 24 73 97 As shown in Table 4, Building A is estimated to generate 994 new weekday daily trips with 129 new trips occurring during the AM peak hour (102 entering, 27 exiting) and 100 new trips occurring during the PM peak hour (25 entering, 75 exiting). Building B is estimated to generate 954 new weekday daily trips with 126 net trips occurring during the AM peak hour (100 entering, 26 exiting) and 97 new trips occurring during the PM peak hour (24 entering, 73 exiting). The detailed trip generation estimates are included in Appendix C. Project Trip Distribution and Assignment The distribution of the AM and PM peak hour project trips generated by the proposed IRG Greenline Building A and B developments was based on anticipated travel patterns in the area. The distribution of non-truck project trips were based on EMME/2 traffic model distribution plots (provided by the City). The EMME/2 traffic model distribution plots are included in Appendix D. All truck trips were assigned at the site driveway on Weyerhaeuser Way S where trucks are expected to and from the south on Weyerhaeuser Way S using the SR-18 interchange. Due to the proposed c-curb and median at the site driveway on Weyerhaeuser Way S, trucks will be restricted from making an exiting left-turn and heading northbound on Weyerhaeuser Way S. The assignment of AM and PM peak hour trips generated by the IRG Greenline Building A and B developments at the six study intersections is shown graphically in Figures 5-8. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 11 Figure 5 AM Peak Hour Project Trip Assignment for Building A Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 12 Figure 6 PM Peak Hour Project Trip Assignment for Building A Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 13 Figure 7 AM Peak Hour Project Trip Assignment for Building B Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 14 Figure 8 PM Peak Hour Project Trip Assignment for Building B Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 15 Future Traffic Volumes The anticipated buildout year for Building A is 2019, while the anticipated buildout year for Building B is 2020. Future 2019 Without-Project (No Action) traffic volumes were estimated by applying a 2 percent annual growth rate to the existing (2017) volumes to estimate future year 2019 AM and PM peak hour traffic volumes without the project. In addition to the background growth rate, trips from the following developments were included in the future baseline traffic volumes: • Office buildings on the east side of Weyerhaeuser Way S (assuming full occupancy) • Former Weyerhaeuser Headquarters building (assuming full occupancy) The resulting future 2019 Without-Project AM and PM peak hour volumes at the study intersections are shown in Figures 9 and 10. The 2019 With-Project (with Building A only) traffic volumes were determined by adding the trip assignment from the proposed Building A (shown in Figures 5 and 6) to the future 2019 Without- Project traffic volumes (shown in Figures 9 and 10). The resulting total 2019 With-Project (with Building A only) AM and PM peak hour traffic volumes at the study intersections are shown in Figures 11 and 12. The 2020 With-Project (with both Buildings A and B) AM and PM peak hour traffic volumes at the study intersections are shown in Figures 13 and 14. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 16 Figure 9 2019 Without-Project AM Peak Hour Traffic Volumes Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 17 Figure 10 2019 Without-Project PM Peak Hour Traffic Volumes Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 18 Figure 11 2019 AM Peak Hour Traffic Volumes with Building A Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 19 Figure 12 2019 PM Peak Hour Traffic Volumes with Building A Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 20 Figure 13 2020 AM Peak Hour Traffic Volumes with Buildings A and B Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 21 Figure 14 2020 PM Peak Hour Traffic Volumes with Buildings A and B Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 22 Future Level of Service Future year Level of Service (LOS) analyses were conducted at the study intersections for the following three scenarios during both the weekday AM and PM peak hours: • 2019 Without-Project (No Action) • 2019 With-Project (With Building A Only) • 2020 With-Project (With Buildings A and B) The signal timing at the SR-18 ramp intersections is based on existing signal timing as provided by WSDOT. The future 2019 weekday AM and PM peak hour LOS results at the study intersections without and with Building A are summarized in Table 5. Table 5 Future 2019 Peak Hour Level of Service Summary 2019 Without-Project 2019 With-Project (With Building A Only) Study Intersection/Movement LOS Delay (sec) v/c1 LOS Delay (sec) v/c1 AM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St A 5.3 0.33 A 5.4 0.33 3. Weyerhaeuser Way S / 33rd Pl S A 5.8 0.36 A 6.0 0.37 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 9.1 0.21 A 9.4 0.24 Eastbound Right-Turn B 10.9 0.07 B 11.1 0.10 4. Weyerhaeuser Way / S 341st St / Truck Access Northbound Left-Turn - - - A 8.1 0.05 Eastbound Right-Turn - - - A 9.8 0.02 Westbound Right-Turn B 12.6 0.06 B 12.7 0.06 Southbound Left-Turn B 12.0 0.15 B 12.1 0.15 Signalized 5. Weyerhaeuser Way S / SR-18 WB Ramps D 39.0 1.05 D 48.3 1.13 6. Weyerhaeuser Way S / SR-18 EB Ramps B 18.8 0.75 B 18.9 0.76 PM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St A 9.6 0.66 A 9.8 0.67 3. Weyerhaeuser Way S / 33rd Pl S A 8.0 0.50 A 8.3 0.51 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 9.2 0.04 A 9.3 0.05 Eastbound Right-Turn C 21.7 0.52 C 24.7 0.60 4. Weyerhaeuser Way / S 341st St / Truck Access Northbound Left-Turn - - - B 11.7 0.03 Eastbound Right-Turn - - - C 16.7 0.13 Westbound Right-Turn B 13.9 0.31 B 14.0 0.31 Southbound Left-Turn A 9.8 0.02 A 9.8 0.02 Signalized 5. Weyerhaeuser Way S / SR-18 WB Ramps D 50.5 1.10 D 51.6 1.11 6. Weyerhaeuser Way S / SR-18 EB Ramps C 34.8 1.03 C 34.0 1.03 1. V/c shown at signalized intersections is the max v/c ratio for all lane groups. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 23 As shown in Table 5, all study intersections are anticipated to operate at acceptable levels (LOS D or better) in 2019 with the proposed IRG Building A development during both the AM and PM peak hours. Additionally, all v/c ratios are anticipated to be less than 1.2 for all lane groups at signalized intersections, and less than 1.0 for all movements at unsignalized intersections, meeting City standards. SR-18 is classified as a WSDOT Highway of Statewide Significance (HSS) and has an established LOS standard of LOS D. The SR-18 ramp study intersections are anticipated to operate at LOS D or better in 2019 with the proposed IRG Building A development during both the AM and PM peak hours. The future 2020 weekday AM and PM peak hour LOS results at the study intersections with development of both Buildings A and B are shown in Table 6. The LOS worksheets are included in Appendix B. It should be noted that the signal timing at the SR-18 ramp intersections for the future 2020 scenario includes optimized green splits and offsets. The cycle length remains consistent with existing conditions. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 24 Table 6 Future 2020 Peak Hour Level of Service Summary 2020 With-Project (With Buildings A and B) Study Intersection/Movement LOS Delay (sec) v/c1 AM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St A 5.5 0.34 3. Weyerhaeuser Way S / 33rd Pl S A 6.2 0.38 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 9.7 0.27 Eastbound Right-Turn B 11.3 0.11 4. Weyerhaeuser Way / S 341st St / Truck Access Northbound Left-Turn A 8.4 0.11 Eastbound Right-Turn B 10.0 0.05 Westbound Right-Turn B 12.8 0.07 Southbound Left-Turn B 12.3 0.15 Signalized 5. Weyerhaeuser Way S / SR-18 WB Ramps D 41.0 0.96 6. Weyerhaeuser Way S / SR -18 EB Ramps C 20.5 0.79 PM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St B 10.1 0.68 3. Weyerhaeuser Way S / 33rd Pl S A 8.6 0.52 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 9.4 0.05 Eastbound Right-Turn D 28.1 0.66 4. Weyerhaeuser Way / S 341st St / Truck Access Northbound Left-Turn B 12.2 0.05 Eastbound Right-Turn C 19.0 0.26 Westbound Right-Turn B 14.2 0.31 Southbound Left-Turn A 9.9 0.02 Signalized 5. Weyerhaeuser Way S / SR -18 WB Ramps D 53.1 1.11 6. Weyerhaeuser Way S / SR -18 EB Ramps D 36.6 1.15 1. V/c shown at signalized intersections is the max v/c ratio for all lane groups. As shown in Table 6, all study intersections are anticipated to operate at acceptable levels (LOS D or better) in 2020 with the proposed IRG Greenline Building A and B developments during both the AM and PM peak hours. Additionally, all v/c ratios are anticipated to be less than 1.2 for all lane groups at signalized intersections, and less than 1.0 for all movements at unsignalized intersections, meeting City standards. The SR-18 ramp study intersections are anticipated to operate at LOS D or better in 2020 with the proposed IRG Greenline Building A and B developments during both the AM and PM peak hours. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 25 Queue Analysis Future 2020 weekday AM and PM queuing analyses with the proposed IRG Greenline Building A and B developments were conducted along Weyerhaeuser Way S at the SR-18 ramp intersections and at the proposed site access location aligned with S 341st Street (a private drive). An average of five SimTraffic simulations were used as requested by the City and WSDOT. A summary of the analysis is shown below in Table 7. As shown in Table 7, all turning movements on Weyerhaeuser Way S at the proposed site access location are anticipated to have a 95th-percentile queue of no more than 75 feet during the AM and PM peak hours. The anticipated 95th-percentile queue for the northbound left-turn movement into the site is expected to be accommodated by the proposed 240 feet of storage. It should also be noted that all inbound truck traffic will use the northbound left-turn lane into the site at the site access location on Weyerhaeuser Way S. It is recommended that the northbound left-turn lane be striped for a 100-foot turn lane with a 140-foot opening. In an unlikely event that two trucks were to arrive at the same time, the 240 feet of storage space would accommodate the two trucks without blocking the northbound through traffic on Weyerhaeuser Way S. Table 7 AM and PM Peak Hour Queue Summary AM Peak Hour PM Peak Hour Study Intersection/Movement Storage (feet) Existing 2020 With- Project Existing 2020 With- Project Weyerhaeuser Way S / S 341st St / Site Access Northbound Left-Turn 240’ - 50’ - 25’ Eastbound Approach (Right-Turn Only) - - 75’ - 150’ Westbound Approach (Right-Turn Only) - < 25’ 25’ 25’ 75’ Southbound Left-Turn 204’ 25’ 75’ < 25’ 75’ Weyerhaeuser Way S / SR-18 WB Ramps Westbound Left-Turn 500’+ 175’ 425’ 375’ 375’ Westbound Right-Turn 85’ 125’ 150’ 150’ 125’ Northbound Left-Turn 395’ 300’ 325’ 175’ 400’ Weyerhaeuser Way S / SR-18 EB Ramps Eastbound Left-Turn 500’+ 125’ 275’ 250’ 325’ Eastbound Right-Turn 430’ 100’ 100’ 325’ 300’ Southbound Left-Turn 520’ 75’ 125’ 200’ 325’ Note: all queues represent 95th percentile queues Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA TENW March 6, 2018 Page 26 Non-Motorized Assessment Weyerhaeuser Way S currently has a sidewalk only on the east side of the street, between the existing roundabout at 33rd Place S and the SR-18 ramp intersections. With the IRG Greenline Building A and B developments and a new curb cut for the south site access on Weyerhaeuser Way S, a new north-south crosswalk would be provided across the driveway to connect the sidewalk to the south. There are existing bus stops located on both sides of Weyerhaeuser Way S, serving Pierce Transit Route 501, at the location of the proposed south access driveway for the IRG Greenline Building A and B developments aligning with the S 341st Street private drive. There is also an existing midblock crosswalk at this location across Weyerhaeuser Way S on the south leg of the intersection with the S 341st Street private drive that includes a small raised median in the striped center turn lane area. With the proposed south access drive to serve the IRG Greenline Building A and B developments, the existing center lane striping and small landscape island would be removed to allow for a new northbound center left-turn lane; this modification would impact the existing crosswalk. To address the impact of the new northbound left-turn lane at the location of the existing crosswalk, the crosswalk and bus stops are proposed to be relocated approximately 260 feet north of the proposed south site access. The location of the relocated crosswalk would also require shortening the southbound left-turn pocket on Weyerhaeuser Way S at S 341st Street to consist of a 100-foot turn lane with a 104-foot opening before reaching the relocated crosswalk. The proposed channelization and location of relocated crosswalk on Weyerhaeuser Way S is included in Appendix E. Additional crosswalk signage will be incorporated into the design to direct pedestrians from the existing building on the east side of Weyerhaeuser Way S to increase usage and compliance at a later time. Relocating the crosswalk to the north would reduce the number of pedestrian/vehicle conflicts that would occur at the existing intersection of Weyerhaeuser Way S and S 341st Street as a result of the proposed new access for the IRG Greenline Building A and B development. The relocated crosswalk would also allow the pedestrian crossing to be relocated to a more central location between the 33rd Place S roundabout and the Highway 18 interchange. In addition, the relocated crosswalk and bus stops would be more centrally located between the north and south buildings within the East Campus Corporate Park III (located on the east side of Weyerhaeuser Way S); the existing crosswalk/bus stop location currently heavily favors the south buildings. Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA Appendix A Existing Peak Hour Traffic Count Data Prepared for: TENNW Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & S 336th St Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S 0 S 336th St Total Ending at T L S R T L S R T L S R T L S R 7:15 A 0 0 8 17 0 40 40 0 0 0 0 0 3 20 0 31 156 7:30 A 1 0 11 28 1 58 41 0 0 0 0 0 2 24 0 33 195 7:45 A 0 0 15 33 0 67 50 0 0 0 0 0 1 23 0 46 234 8:00 A 2 0 12 49 1 90 42 0 0 0 0 0 2 28 0 45 266 8:15 A 1 0 19 42 0 64 47 0 0 0 0 0 0 26 0 39 237 8:30 A 1 0 16 44 0 65 37 0 0 0 0 0 1 20 0 23 205 8:45 A 2 0 18 36 1 65 22 0 0 0 0 0 0 32 0 40 213 9:00 A 0 0 10 48 1 84 28 0 0 0 0 0 2 15 0 40 225 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 7 0 109 297 4 533 307 0 0 0 0 0 11 188 0 297 1731 Peak Hour: 7:30 AM to 8:30 AM Total 4 0 62 168 1 286 176 0 0 0 0 0 4 97 0 153 942 Approach 230 462 0 250 942 %HV 1.7% 0.2% n/a 1.6% 1.0% PHF 0.94 0.88 n/a 0.86 0.89 Weyerhaeuser Way S 503 230 273 1 Bike S 336th St 168 62 0 0Ped 0 0 454 Ped 0 00 Bike 0 0 0 704 97 0 Bike 250 0 7:30 AM to 8:30 AM 2Ped 0 153 PEDs Across:NS EW Ped 0 286 176 0 1064 1.0 PHF Peak Hour Volume INT 01 0Bike 0 PHF %HV INT 02 22 EB 0.86 1.6% INT 03 22 215 462 Check WB n/a n/a INT 04 0 In:942 NB 0.88 0.2% INT 05 0 677 Out:942 SB 0.94 1.7% INT 06 0 Weyerhaeuser Way S T Int.0.89 1.0% INT 07 0 Bicycles From: N S E W N U's S U's E U's W U's INT 08 0 INT 01 000 0 INT 09 0 INT 02 11 0 0 0 INT 10 0 INT 03 010 0 INT 11 0 INT 04 000 0 INT 12 0 INT 05 000 1 00 404 INT 06 11110 Special Notes INT 07 22 1 0 0 INT 08 000 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 10 0 34 3101 Prepared for: City of Federal Way Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & S 336th St Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S 0 S 336th St Total Ending at T L S R T L S R T L S R T L S R 4:15 P 1 0 54 67 0 162 34 0 0 0 0 0 2 55 0 110 482 4:30 P 0 0 54 63 2 144 31 0 0 0 0 0 1 54 0 145 491 4:45 P 0 0 43 47 2 139 31 0 0 0 0 0 2 55 0 132 447 5:00 P 0 0 58 68 0 153 37 0 0 0 0 0 0 51 0 89 456 5:15 P 2 0 46 41 3 139 20 0 0 0 0 0 0 50 0 144 440 5:30 P 0 0 43 41 0 147 24 0 0 0 0 0 2 43 0 141 439 5:45 P 0 0 52 41 3 149 34 0 0 0 0 0 3 43 0 102 421 6:00 P 0 0 52 49 1 138 32 0 0 0 0 0 0 29 0 78 378 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 3 0 402 417 11 1171 243 0 0 0 0 0 10 380 0 941 3554 Peak Hour: 4:00 PM to 5:00 PM Total 1 0 209 245 4 598 133 0 0 0 0 0 5 215 0 476 1876 Approach 454 731 0 691 1876 %HV 0.2% 0.5% n/a 0.7% 0.5% PHF 0.90 0.93 n/a 0.87 0.96 Weyerhaeuser Way S 802 454 348 1 Bike S 336th St 245 209 0 0Ped 0 0 843 Ped 2 00 Bike 0 0 0 1534 215 0 Bike 691 0 4:00 PM to 5:00 PM 1Ped 0 476 PEDs Across:NS EW Ped 0 598 133 0 1964 1.0 PHF Peak Hour Volume INT 01 0Bike 0 PHF %HV INT 02 11 EB 0.87 0.7% INT 03 11 685 731 Check WB n/a n/a INT 04 11 In:1876 NB 0.93 0.5% INT 05 0 1416 Out:1876 SB 0.90 0.2% INT 06 44 Weyerhaeuser Way S T Int.0.96 0.5% INT 07 22Bicycles From: N S E W N U's S U's E U's W U's INT 08 11 INT 01 00 1 INT 09 0 INT 02 01 0 INT 10 0 INT 03 1100 INT 11 0 INT 04 00 0 INT 12 0 INT 05 00 0 00 1910 INT 06 2200 Special Notes INT 07 1100 INT 08 01 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 13 0 04 2001 FED16049M_3858 Peak Hour:07:15 AM - 08:15 AM WEYERHAEUSER WAY S WEYERHAEUSER WAY S WEYERHAESUER RD. (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY S & WEYERHAESUER RD. AM Wednesday, March 15, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk3002 0 1 265 539 545264 3 10 N S EW 0 262753800WEYERHAESUER RD. WEYERHAEUSER WEYERHAEUSER 813 0 00N S EW 00 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 7:00 AM 77100000870038126001 7:15 AM 813010021180045169201 7:30 AM 800000031300073206000 7:45 AM 764000001850083270002 8:00 AM 651000021050061168000 8:15 AM 0 0 0 0 1 102 0 0 51 156002 8:30 AM 0 0 0 0 1 114 0 0 52 170201 8:45 AM 0 0 0 0 0 115 0 0 42 157000 Count Total 0 1 0 0 9 956 0 0 445 1,422407 Peak Hour 0 1 0 0 7 538 0 0 262 813203 HV%PHF 0.25 0.74 0.78 0.0% 2.8% 5.7% 3.7%0.75 EB WB NB SB All 0000 0 0 15 15 1515 0 0 N S EW 0 1501500Heavy VehiclesInterval Start Time EB NB TotalWBSB 7:00 AM 0 2 3 5 7:15 AM 0 1 1 2 7:30 AM 0 7 6 13 7:45 AM 0 6 2 8 8:00 AM 0 1 6 7 8:15 AM 0 5 7 12 8:30 AM 0 5 2 7 8:45 AM 0 4 0 4 Count Total 0 31 27 58 Peak Hour 0 15 15 30 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 0 0 0 0 Peak Hour 0 0 0 0 Peak Hour:04:30 PM - 05:30 PM WEYERHAEUSER WAY S WEYERHAEUSER WAY S WEYERHAESUER RD. (303) 216-2439 www.alltrafficdata.net Location:1 WEYERHAEUSER WAY S & WEYERHAESUER RD. PM Wednesday, March 15, 2017Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk40011 0 0 697 621 622704 11 5 N S EW 0 693162100WEYERHAESUER RD. WEYERHAEUSER WEYERHAEUSER 1,330 0 20N S EW 11 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,3270100017000163341700 4:15 PM 1,3270000217900141324101 4:30 PM 1,3300000018200165353501 4:45 PM 1,2840000114300164309001 5:00 PM 1,2660000015200184341302 5:15 PM 0 0 0 0 0 144 0 0 180 327300 5:30 PM 0 0 0 0 0 164 0 0 143 307000 5:45 PM 0 1 0 0 0 151 0 0 139 291000 Count Total 0 2 0 0 3 1,285 0 0 1,279 2,5931905 Peak Hour 0 0 0 0 1 621 0 0 693 1,3301104 HV%PHF 0.55 0.85 0.94 0.0% 1.3% 1.3% 1.3%0.94 EB WB NB SB All 0000 0 0 9 8 89 0 0 N S EW 0 90800Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 0 5 6 11 4:15 PM 0 5 1 6 4:30 PM 0 3 2 5 4:45 PM 0 4 0 4 5:00 PM 0 1 3 4 5:15 PM 0 0 4 4 5:30 PM 0 0 0 0 5:45 PM 0 1 1 2 Count Total 0 19 17 36 Peak Hour 0 8 9 17 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 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 2 0 2 5:15 PM 0 0 0 0 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 1 2 0 3 Peak Hour 0 2 0 2 Prepared for: TENNW Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:33rd Pl S & Weyerhaeuser Way S Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval 33rd Pl S 0 Weyerhaeuser Way S Weyerhaeuser Way S Total Ending at T L S R T L S R T L S R T L S R 7:15 A0110800000 0 91313330149 7:30 A 0 10 0 12 0 0 0 0 1 0 123 1 2 2 37 0 185 7:45 A080500 0 01 0 15811 0 1 61 0244 8:00 A 0 11 0 4 0 0 0 0 1 0 178 3 1 1 50 0 247 8:15 A 1 5 0 10 0 0 0 0 0 0 162 8 0 0 55 0 240 8:30 A 0 8 0 11 0 0 0 0 0 0 127 5 2 0 37 0 188 8:45 A 0 15 0 7 0 0 0 0 0 0 104 7 0 0 46 0 179 9:00 A 0 16 0 10 0 0 0 0 1 0 118 5 1 0 56 0 205 9:15 A000000 0 00 0 0 000000 9:30 A000000 0 00 0 0 000000 9:45 A000000 0 00 0 0 000000 10:00 A000000 0 00 0 0 000000 Total Survey 1 84 0 67 0 0 0 0 4 0 1061 43 7 7 375 0 1637 Peak Hour: 7:30 AM to 8:30 AM Total 1 32 0 30 0 0 0 0 2 0 625 27 3 2 203 0 919 Approach 62 0 652 205 919 %HV 1.6% n/a 0.3% 1.5% 0.7% PHF 0.82 n/a 0.90 0.83 0.93 33rd Pl S 91 62 29 0 Bike Weyerhaeuser Way S 30 0 32 2Ped Weyerhaeuser Way S 27 655 Ped 0 625 652 Bike 0 0 887 860 2 0 Bike 205 203 7:30 AM to 8:30 AM 0Ped 235 0 PEDs Across:NSEW Ped 0 00 0 988 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 22 EB 0.83 1.5% INT 03 2200Check WB 0.90 0.3% INT 04 0 In:919 NB n/a n/a INT 05 0 0 Out:919 SB 0.82 1.6% INT 06 0 0 T Int.0.93 0.7% INT 07 0 Bicycles From: N S E W N U's S U's E U's W U's INT 08 0 INT 01 11 1 1 INT 09 0 INT 02 213 20 INT 10 0 INT 03 000 INT 11 0 INT 04 002 INT 12 0 INT 05 000 40004 INT 06 030 Special Notes INT 07 123 11 INT 08 010 INT 09 0 INT 10 0 INT 11 0 INT 12 0 20 1 47 0084 Prepared for: City of Federal Way Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:33rd Pl S & Weyerhaeuser Way S Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval 33rd Pl S 0 Weyerhaeuser Way S Weyerhaeuser Way S Total Ending at T L S R T L S R T L S R T L S R 4:15 P 050600 0 00 0 18018 3 161450370 4:30 P 030700 0 02 0 20120 0 1386 0330 4:45 P 0 4 0 10 0 0 0 0 1 0 147 17 1 15 114 0 307 5:00 P 090700 0 01 0 19913 0 51120345 5:15 P 030700 0 02 0 16419 0 131410347 5:30 P 0 6 0 11 0 0 0 0 1 0 193 20 1 12 128 0 370 5:45 P 0 4 0 19 0 0 0 0 2 0 146 28 0 16 130 0 343 6:00 P 0 6 0 12 0 0 0 0 1 0 136 20 0 9 124 0 307 6:15 P 000000 0 00 0 0 000000 6:30 P 000000 0 00 0 0 000000 6:45 P 000000 0 00 0 0 000000 7:00 P 000000 0 00 0 0 000000 Total Survey 0 40 0 79 0 0 0 0 10 0 1366 155 5 99 980 0 2719 Peak Hour: 4:45 PM to 5:45 PM Total 0 22 0 44 0 0 0 0 6 0 702 80 1 46 511 0 1405 Approach 66 0 782 557 1405 %HV n/a n/a 0.8% 0.2% 0.5% PHF 0.72 n/a 0.92 0.90 0.95 33rd Pl S 192 66 126 0 Bike Weyerhaeuser Way S 44 0 22 0Ped Weyerhaeuser Way S 80 746 Ped 0 702 782 Bike 0 0 1315 1303 46 0 Bike 557 511 4:45 PM to 5:45 PM 0Ped 533 0 PEDs Across:NSEW Ped 0 00 0 1480 1.0 PHF Peak Hour Volume INT 01 0 Bike 0 PHF %HV INT 02 0 EB 0.90 0.2% INT 03 11 00Check WB 0.92 0.8% INT 04 0 In:1405 NB n/a n/a INT 05 0 0 Out:1405 SB 0.72 n/a INT 06 0 0 T Int.0.95 0.5% INT 07 0 Bicycles From: N S E W N U's S U's E U's W U's INT 08 0 INT 01 066 INT 09 0 INT 02 088 INT 10 0 INT 03 087 INT 11 0 INT 04 074 INT 12 0 INT 05 0143 00101 INT 06 NO BIKES 0 2 1 Special Notes INT 07 052 INT 08 041 INT 09 0 INT 10 0 INT 11 0 INT 12 0 00 0 00 0 05432 FED16049M_4160 Prepared for: TENNW Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & S 341st St Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S S 341st St 0 Total Ending at T L S R T L S R T L S R T L S R 7:15 A1440000 114 5 0 2 0 0 0 0 00 165 7:30 A2545010 119 7 0 1 0 0 0 0 00 177 7:45 A0059020 165 10 0 1 0 0 0 0 00 235 8:00 A1354000 171 7 0 0 0 0 0 0 00 235 8:15 A1244000 129 7 0 1 0 0 0 0 00 183 8:30 A2344000 119 8 0 0 0 0 0 0 00 174 8:45 A0446010 107 6 0 1 0 1 0 0 00 165 9:00 A1451010 104 7 0 0 0 0 0 0 00 166 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 8 25 383 0 5 0 1028 57 0 6 0 1 0 0 0 0 1500 Peak Hour: 7:15 AM to 8:15 AM Total 4 10 202 0 3 0 584 31 0 3 0 0 0 0 0 0 830 Approach 212 615 3 0 830 %HV 1.9% 0.5% n/a n/a 0.8% PHF 0.90 0.86 0.75 n/a 0.88 Weyerhaeuser Way S 796 212 584 3 Bike 0 0 202 10 0Ped S 341st St 0 0 Ped 0 0 3 Bike 0 3 44 0 0 0 Bike 0 0 7:15 AM to 8:15 AM 7Ped 41 0 PEDs Across:NS EW Ped 3 0 584 31 940 1.0 PHF Peak Hour Volume INT 01 0Bike 0 PHF %HV INT 02 35 8 EB n/a n/a INT 03 22 205 615 Check WB 0.75 n/a INT 04 0 In:830 NB 0.86 0.5% INT 05 0 820 Out:830 SB 0.90 1.9% INT 06 0 Weyerhaeuser Way S T Int.0.88 0.8% INT 07 0 Bicycles From: N S E W N U's S U's E U's W U's INT 08 0 INT 01 001 INT 09 0 INT 02 3320 INT 10 0 INT 03 000 INT 11 0 INT 04 010 INT 12 0 INT 05 010 03 7010 INT 06 000 Special Notes INT 07 2200 INT 08 000 INT 09 0 INT 10 0 INT 11 0 INT 12 0 50 0 05 4100 TENW16083M_05a Prepared for: TENNW Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & S 341st St Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S S 341st St 0 Total Ending at T L S R T L S R T L S R T L S R 4:15 P 2 2 177 0 0 0 194 0 0 8 0 3 0 0 0 0 384 4:30 P 0 2 150 0 1 0 226 1 0 3 0 1 0 0 0 0 383 4:45 P 1 0 199 0 1 0 158 1 0 6 0 2 0 0 0 0 366 5:00 P 0 0 187 0 1 0 200 2 0 6 0 2 0 0 0 0 397 5:15 P 0 0 225 0 2 0 174 3 0 6 0 0 0 0 0 0 408 5:30 P 1 1 191 0 1 0 206 0 0 5 0 1 0 0 0 0 404 5:45 P 3 0 161 0 3 0 193 2 0 2 0 3 0 0 0 0 361 6:00 P 0 0 140 0 1 0 164 0 0 3 0 0 0 0 0 0 307 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 7 5 1430 0 10 0 1515 9 0 39 0 12 0 0 0 0 3010 Peak Hour: 4:30 PM to 5:30 PM Total 2 1 802 0 5 0 738 6 0 23 0 5 0 0 0 0 1575 Approach 803 744 28 0 1575 %HV 0.2% 0.7% n/a n/a 0.4% PHF 0.89 0.90 0.88 n/a 0.97 Weyerhaeuser Way S 1546 803 743 0 Bike 0 0 802 1 0Ped S 341st St 5 0 Ped 0 0 28 Bike 0 23 35 0 0 0 Bike 0 0 4:30 PM to 5:30 PM 0Ped 7 0 PEDs Across:NS EW Ped 0 0 738 6 1632 1.0 PHF Peak Hour Volume INT 01 0Bike 1 PHF %HV INT 02 11 EB n/a n/a INT 03 0 825 744 Check WB 0.88 n/a INT 04 0 In:1575 NB 0.90 0.7% INT 05 0 1569 Out:1575 SB 0.89 0.2% INT 06 0 Weyerhaeuser Way S T Int.0.97 0.4% INT 07 0 Bicycles From: N S E W N U's S U's E U's W U's INT 08 0 INT 01 11 2 INT 09 0 INT 02 02 INT 10 0 INT 03 01 INT 11 0 INT 04 00 INT 12 0 INT 05 02 00 011 INT 06 110 Special Notes INT 07 01 INT 08 13 4 2 INT 09 0 INT 10 0 INT 11 0 INT 12 0 14 1 06 01000 TENW16083M_05p Prepared for: TENNW Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & SR-18 WB Ramps Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S SR-18 WB Off Ramp SR-18 WB On Ramp Total Ending at T L S R T L S R T L S R T L S R 7:15 A 1 0 29 13 1 82 66 0 1 18 0 53 0 0 0 0 261 7:30 A 1 0 30 16 0 63 62 0 1 23 1 64 0 0 0 0 259 7:45 A 0 0 52 8 1 71 98 0 1 17 1 77 0 0 0 0 324 8:00 A 1 0 47 7 0 55 80 0 4 38 0 98 0 0 0 0 325 8:15 A 1 0 36 9 0 47 64 0 0 37 2 72 0 0 0 0 267 8:30 A 2 0 33 11 3 60 73 0 1 22 1 54 0 0 0 0 254 8:45 A 0 0 31 16 1 54 55 0 0 19 0 58 0 0 0 0 233 9:00 A 1 0 42 9 0 47 53 0 1 18 1 58 0 0 0 0 228 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 7 0 300 89 6 479 551 0 9 192 6 534 0 0 0 0 2151 Peak Hour: 7:15 AM to 8:15 AM Total 3 0 165 40 1 236 304 0 6 115 4 311 0 0 0 0 1175 Approach 205 540 430 0 1175 %HV 1.5% 0.2% 1.4% n/a 0.9% PHF 0.85 0.80 0.79 n/a 0.90 Weyerhaeuser Way S 820 205 615 2 Bike SR-18 WB On Ramp 40 165 0 0Ped SR-18 WB Off Ramp 311 280 Ped 0 4 430 Bike 0 115 430 280 0 0 Bike 007:15 AM to 8:15 AM 4Ped 0 0 PEDs Across:NS EW Ped 0 236 304 0 1300 1.0 PHF Peak Hour Volume INT 01 11Bike0 PHF %HV INT 02 22 EB n/a n/a INT 03 22 280 540 Check WB 0.79 1.4% INT 04 0 In:1175 NB 0.80 0.2% INT 05 0 820 Out:1175 SB 0.85 1.5% INT 06 0 Weyerhaeuser Way S T Int.0.90 0.9% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 22 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 00 505 INT 06 0 Special Notes INT 07 22 INT 08 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 40 0 04 TENW16083M_03a Prepared for: City of Federal Way Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & SR-18 WB Ramps Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S SR-18 WB Off Ramp SR-18 WB On Ramp Total Ending at T L S R T L S R T L S R T L S R 4:15 P 3 0 161 24 0 36 55 0 1 131 0 139 0 0 0 0 546 4:30 P 0 0 126 27 3 28 76 0 2 127 12 151 0 0 0 0 547 4:45 P 1 0 167 38 3 49 50 0 3 124 11 109 0 0 0 0 548 5:00 P 0 0 154 39 0 25 66 0 3 119 20 136 0 0 0 0 559 5:15 P 0 0 193 38 0 51 62 0 3 114 12 115 0 0 0 0 585 5:30 P 1 0 161 35 1 38 72 0 0 124 10 134 0 0 0 0 574 5:45 P 3 0 139 24 0 34 82 0 3 95 11 113 0 0 0 0 498 6:00 P 0 0 119 24 1 32 65 0 1 85 7 99 0 0 0 0 431 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 8 0 1220 249 8 293 528 0 16 919 83 996 0 0 0 0 4288 Peak Hour: 4:30 PM to 5:30 PM Total 2 0 675 150 4 163 250 0 9 481 53 494 0 0 0 0 2266 Approach 825 413 1028 0 2266 %HV 0.2% 1.0% 0.9% n/a 0.7% PHF 0.89 0.91 0.93 n/a 0.97 Weyerhaeuser Way S 1569 825 744 0 Bike SR-18 WB On Ramp 150 675 0 0Ped SR-18 WB Off Ramp 494 366 Ped 0 53 1028 Bike 0 481 1028 366 0 0 Bike 004:30 PM to 5:30 PM 0Ped 0 0 PEDs Across:NS EW Ped 0 163 250 0 2340 1.0 PHF Peak Hour Volume INT 01 0Bike 1 PHF %HV INT 02 11 EB n/a n/a INT 03 0 1156 413 Check WB 0.93 0.9% INT 04 0 In:2266 NB 0.91 1.0% INT 05 0 1569 Out:2266 SB 0.89 0.2% INT 06 0 Weyerhaeuser Way S T Int.0.97 0.7% INT 07 0 Bicycles From: N S E W N U's S U's E U's W U's INT 08 0 INT 01 111 INT 09 0 INT 02 00 INT 10 0 INT 03 00 INT 11 0 INT 04 01 INT 12 0 INT 05 00 00 011 INT 06 110 Special Notes INT 07 00 INT 08 13 4 1 INT 09 0 INT 10 0 INT 11 0 INT 12 0 24 0 06 0300 FED16049M_4460 Prepared for: TENNW Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & SR-18 EB Ramps Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S SR-18 EB On Ramp SR-18 EB Off Ramp Total Ending at T L S R T L S R T L S R T L S R 7:15 A22522040 125 66 0 0 0 0 123139 301 7:30 A21736020 101 69 0 0 0 0 124144 292 7:45 A13336030 142 61 0 0 0 0 027057 356 8:00 A42065000 111 37 0 0 0 0 324060 317 8:15 A02251000 82 41 0 0 0 0 129345 273 8:30 A31243020 97 26 0 0 0 0 636260 276 8:45 A02228010 94 33 0 0 0 0 015043 235 9:00 A32337010 79 37 0 0 0 0 021044 241 9:15 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 15 174 318 0 13 0 831 370 0 0 0 0 12 199 7 392 2291 Peak Hour: 7:00 AM to 8:00 AM Total 9 95 159 0 9 0 479 233 0 0 0 0 5 98 2 200 1266 Approach 254 712 0 300 1266 %HV 3.5% 1.3% n/a 1.7% 1.8% PHF 0.75 0.88 n/a 0.89 0.89 Weyerhaeuser Way S 831 254 577 2 Bike SR-18 EB Off Ramp 0 159 95 0Ped SR-18 EB On Ramp 0 0 Ped 0 00 Bike 0 0 330 300 98 0 Bike 300 2 7:00 AM to 8:00 AM 5Ped 330 200 PEDs Across:NS EW Ped 0 0 479 233 1424 1.0 PHF Peak Hour Volume INT 01 11Bike0 PHF %HV INT 02 22 EB 0.89 1.7% INT 03 0 359 712 Check WB n/a n/a INT 04 22 In:1266 NB 0.88 1.3% INT 05 0 1071 Out:1266 SB 0.75 3.5% INT 06 0 Weyerhaeuser Way S T Int.0.89 1.8% INT 07 0 Bicycles From: N S E W Conditions: INT 08 0 INT 01 0 INT 09 0 INT 02 22 INT 10 0 INT 03 0 INT 11 0 INT 04 0 INT 12 0 INT 05 0 00 505 INT 06 0 Special Notes INT 07 11 INT 08 11 INT 09 0 INT 10 0 INT 11 0 INT 12 0 40 0 04 TENW16083M_04a Prepared for: City of Federal Way Traffic Count Consultants, Inc. Phone: (253) 926-6009 FAX: (253) 922-7211 E-Mail: Team@TC2inc.com WBE/DBE Intersection:Weyerhaeuser Way S & SR-18 EB Ramps Date of Count:Thurs 7/14/2016 Location:Federal Way, Washington Checked By:Jess Time From North on (SB) From South on (NB) From East on (WB) From West on (EB) Interval Interval Weyerhaeuser Way S Weyerhaeuser Way S SR-18 EB On Ramp SR-18 EB Off Ramp Total Ending at T L S R T L S R T L S R T L S R 4:15 P 3 61 231 0 1 0 72 42 0 0 0 0 1 19 7 147 579 4:30 P 2 58 195 0 1 0 84 35 0 0 0 0 4 20 3 135 530 4:45 P 2 90 201 0 4 0 86 52 0 0 0 0 2 13 4 152 598 5:00 P 1 72 201 0 0 0 74 28 0 0 0 0 1 17 1 139 532 5:15 P 4 92 215 0 1 0 88 51 0 0 0 0 0 25 4 116 591 5:30 P 2 75 210 0 0 0 90 20 0 0 0 0 1 20 11 141 567 5:45 P 2 50 184 0 0 0 89 32 0 0 0 0 3 27 5 139 526 6:00 P 1 50 154 0 1 0 63 27 0 0 0 0 2 34 4 147 479 6:15 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 P 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total Survey 17 548 1591 0 8 0 646 287 0 0 0 0 14 175 39 1116 4402 Peak Hour: 4:30 PM to 5:30 PM Total 9 329 827 0 5 0 338 151 0 0 0 0 4 75 20 548 2288 Approach 1156 489 0 643 2288 %HV 0.8% 1.0% n/a 0.6% 0.8% PHF 0.94 0.88 n/a 0.93 0.96 Weyerhaeuser Way S 1569 1156 413 0 Bike SR-18 EB Off Ramp 0 827 329 0Ped SR-18 EB On Ramp 0 0 Ped 0 00 Bike 0 0 500 643 75 0 Bike 643 20 4:30 PM to 5:30 PM 0Ped 500 548 PEDs Across:NS EW Ped 0 0 338 151 2392 1.0 PHF Peak Hour Volume INT 01 11Bike 1 PHF %HV INT 02 0 EB 0.93 0.6% INT 03 0 1375 489 Check WB n/a n/a INT 04 0 In:2288 NB 0.88 1.0% INT 05 0 1864 Out:2288 SB 0.94 0.8% INT 06 0 Weyerhaeuser Way S T Int.0.96 0.8% INT 07 0 Bicycles From: N S E W N U's S U's E U's W U's INT 08 11 INT 01 110 INT 09 0 INT 02 00 INT 10 0 INT 03 00 INT 11 0 INT 04 01 INT 12 0 INT 05 01 00 112 INT 06 110 Special Notes INT 07 00 INT 08 13 4 0 INT 09 0 INT 10 0 INT 11 0 INT 12 0 24 0 06 2000 FED16049M_4560 Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA Appendix B Level of Service (LOS) Calculations Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA 2017 Existing LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2017 Existing - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:43 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2017 Existing - AM Peak Hour] IRG Greenline - Buildings A and B 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 334 0.2 1275 0.262 100 5.1 LOS A 1.3 32.6 Full 1600 0.0 0.0 Lane 2 206 0.2 1275 0.161 100 4.2 LOS A 0.7 17.9 Full 1600 0.0 0.0 Approach 539 0.2 0.262 4.8 LOS A 1.3 32.6 NorthEast: Weyerhaeuser Way S Lane 1 73 1.7 976 0.075 100 4.4 LOS A 0.3 7.1 Full 1600 0.0 0.0 Lane 2d 197 1.7 1051 0.187 100 5.1 LOS A 0.7 19.0 Full 1600 0.0 0.0 Approach 270 1.7 0.187 4.9 LOS A 0.7 19.0 West: S 336th St Lane 1 113 1.6 1306 0.087 100 3.5 LOS A 0.4 9.0 Full 1600 0.0 0.0 Lane 2d 179 1.6 1306 0.137 100 3.9 LOS A 0.6 14.9 Full 1600 0.0 0.0 Approach 292 1.6 0.137 3.7 LOS A 0.6 14.9 Intersection 1101 0.9 0.262 4.5 LOS A 1.3 32.6 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:43 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 3 7 677 213 3 Future Volume (vph) 0 3 7 677 213 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 Heavy Vehicles (%) 0% 0% 3% 3% 6% 6% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 3 7 677 213 3 Future Vol, veh/h 0 3 7 677 213 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 75 75 75 75 75 75 Heavy Vehicles, % 0 0 3 3 6 6 Mvmt Flow 0 4 9 903 284 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 284 288 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.13 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.227 - - - Pot Cap-1 Maneuver 0 760 1268 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 760 1268 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 9.8 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1268 - 760 - - HCM Lane V/C Ratio 0.007 - 0.005 - - HCM Control Delay (s) 7.9 - 9.8 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2017 Existing - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:36 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2017 Existing - AM Peak Hour] IRG Greenline - Buildings A and B 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 1 358 0.3 1339 0.268 100 5.0 LOS A 1.3 33.7 Full 1600 0.0 0.0 Lane 2d 377 0.3 1409 0.268 100 4.8 LOS A 1.3 32.8 Full 1600 0.0 0.0 Approach 735 0.3 0.268 4.9 LOS A 1.3 33.7 NorthEast: 33rd Pl S Lane 1d 69 1.6 764 0.090 100 5.6 LOS A 0.3 8.0 Full 1600 0.0 0.0 Approach 69 1.6 0.090 5.6 LOS A 0.3 8.0 NorthWest: Weyerhaeuser Way S Lane 1 113 1.5 1279 0.088 100 3.5 LOS A 0.4 8.9 Full 1600 0.0 0.0 Lane 2d 119 1.5 1349 0.088 100 3.4 LOS A 0.3 8.6 Full 1600 0.0 0.0 Approach 232 1.5 0.088 3.4 LOS A 0.4 8.9 Intersection 1037 0.7 0.268 4.6 LOS A 1.3 33.7 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:36 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 3 607 31 14 213 Future Volume (vph) 0 3 607 31 14 213 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 350 275 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 144 476 527 Travel Time (s) 3.9 9.3 10.3 Confl. Peds. (#/hr) 7 10 7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 1% 1% 2% 2% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 607 31 14 213 Future Vol, veh/h 0 3 607 31 14 213 Conflicting Peds, #/hr 0 7 0 10 7 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 350 275 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 0 0 1 1 2 2 Mvmt Flow 0 3 690 35 16 242 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 362 0 0 735 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.9 - - 4.14 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - 2.22 - Pot Cap-1 Maneuver 0 641 - - 866 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 632 - - 859 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 10.7 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 632 859 - HCM Lane V/C Ratio - - 0.005 0.019 - HCM Control Delay (s) - - 10.7 9.3 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0.1 - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 120 4 323 245 316 0 0 172 42 Future Volume (vph) 0 0 0 120 4 323 245 316 0 0 172 42 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 Confl. Peds. (#/hr)4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 0% 0% 1% 1% 1% 1% 1% 1% 2% 2% 2% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)36.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1% 35.8% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 120 4 323 245 316 0 0 172 42 Future Volume (veh/h) 0 0 0 120 4 323 245 316 0 0 172 42 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 1885 1885 1885 1885 0 0 1870 1870 Adj Flow Rate, veh/h 133 4 359 272 351 0 0 191 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 1 1 1 0 0 2 2 Cap, veh/h 455 14 415 305 2270 0 0 1462 Arrive On Green 0.26 0.26 0.26 0.34 1.00 0.00 0.00 0.41 0.00 Sat Flow, veh/h 1745 52 1590 1795 3676 0 0 3741 0 Grp Volume(v), veh/h 137 0 359 272 351 0 0 191 0 Grp Sat Flow(s),veh/h/ln 1798 0 1590 1795 1791 0 0 1777 0 Q Serve(g_s), s 5.8 0.0 20.5 13.6 0.0 0.0 0.0 3.2 0.0 Cycle Q Clear(g_c), s 5.8 0.0 20.5 13.6 0.0 0.0 0.0 3.2 0.0 Prop In Lane 0.97 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 469 0 415 305 2270 0 0 1462 V/C Ratio(X)0.29 0.00 0.87 0.89 0.15 0.00 0.00 0.13 Avail Cap(c_a), veh/h 587 0 519 378 2270 0 0 1462 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 0.98 0.98 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 28.1 0.0 33.5 30.6 0.0 0.0 0.0 17.4 0.0 Incr Delay (d2), s/veh 0.5 0.0 13.1 20.7 0.1 0.0 0.0 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 9.2 6.4 0.0 0.0 0.0 1.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.6 0.0 46.6 51.2 0.1 0.0 0.0 17.6 0.0 LnGrp LOS C A D D A A A B Approach Vol, veh/h 496 623 191 A Approach Delay, s/veh 41.7 22.4 17.6 Approach LOS D C B Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 65.2 21.1 44.1 29.8 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 15.6 5.2 22.5 Green Ext Time (p_c), s 3.6 0.5 1.5 2.0 Intersection Summary HCM 6th Ctrl Delay 29.0 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 102 2 208 0 0 0 0 498 0 99 165 0 Future Volume (vph) 102 2 208 0 0 0 0 498 0 99 165 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) 313 345 681 735 Travel Time (s) 7.1 7.8 13.3 14.3 Confl. Peds. (#/hr)5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 1% 1% 1% 4% 4% 4% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 10.0 26.0 Total Split (s) 45.0 45.0 45.0 40.0 10.0 50.0 Total Split (%) 47.4% 47.4% 47.4% 42.1% 10.5% 52.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 102 2 208 0 0 0 0 498 0 99 165 0 Future Volume (veh/h) 102 2 208 0 0 0 0 498 0 99 165 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 1870 1870 0 1885 0 1841 1841 0 Adj Flow Rate, veh/h 115 2 234 0 560 0 111 185 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 0 1 0 4 4 0 Cap, veh/h 325 6 294 0 2173 0 609 1305 0 Arrive On Green 0.19 0.19 0.19 0.00 0.61 0.00 0.10 1.00 0.00 Sat Flow, veh/h 1752 30 1585 0 3770 0 1753 1841 0 Grp Volume(v), veh/h 117 0 234 0 560 0 111 185 0 Grp Sat Flow(s),veh/h/ln 1783 0 1585 0 1791 0 1753 1841 0 Q Serve(g_s), s 5.4 0.0 13.4 0.0 6.9 0.0 2.1 0.0 0.0 Cycle Q Clear(g_c), s 5.4 0.0 13.4 0.0 6.9 0.0 2.1 0.0 0.0 Prop In Lane 0.98 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 331 0 294 0 2173 0 609 1305 0 V/C Ratio(X) 0.35 0.00 0.79 0.00 0.26 0.00 0.18 0.14 0.00 Avail Cap(c_a), veh/h 751 0 667 0 2173 0 614 1305 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 0.00 0.99 0.99 0.00 Uniform Delay (d), s/veh 33.7 0.0 36.9 0.0 8.7 0.0 5.5 0.0 0.0 Incr Delay (d2), s/veh 0.9 0.0 6.8 0.0 0.3 0.0 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 2.4 0.0 5.7 0.0 2.5 0.0 0.6 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 0.0 43.7 0.0 9.0 0.0 5.6 0.2 0.0 LnGrp LOS C A D A A A A A A Approach Vol, veh/h 351 560 296 Approach Delay, s/veh 40.7 9.0 2.3 Approach LOS D A A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 22.6 72.4 9.7 62.6 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 15.4 2.0 4.1 8.9 Green Ext Time (p_c), s 2.3 1.6 0.0 5.4 Intersection Summary HCM 6th Ctrl Delay 16.6 HCM 6th LOS B LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2017 Existing - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:12:59 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2017 Existing - PM Peak Hour] IRG Greenline - Buildings A and B 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 648 0.5 1139 0.569 100 10.1 LOS B 4.3 107.5 Full 1600 0.0 0.0 Lane 2 144 0.5 1139 0.126 100 4.2 LOS A 0.5 13.2 Full 1600 0.0 0.0 Approach 792 0.5 0.569 9.0 LOS A 4.3 107.5 NorthEast: Weyerhaeuser Way S Lane 1 227 0.2 739 0.307 100 8.5 LOS A 1.3 31.9 Full 1600 0.0 0.0 Lane 2d 266 0.2 814 0.326 100 8.2 LOS A 1.4 34.2 Full 1600 0.0 0.0 Approach 493 0.2 0.326 8.3 LOS A 1.4 34.2 West: S 336th St Lane 1 234 0.7 1144 0.205 100 5.0 LOS A 0.9 23.0 Full 1600 0.0 0.0 Lane 2d 516 0.7 1144 0.451 100 8.0 LOS A 2.6 66.3 Full 1600 0.0 0.0 Approach 750 0.7 0.451 7.0 LOS A 2.6 66.3 Intersection 2034 0.5 0.569 8.1 LOS A 4.3 107.5 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:12:59 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 11 1 785 579 4 Future Volume (vph) 0 11 1 785 579 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Confl. Peds. (#/hr) 2 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 0% 1% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 11 1 785 579 4 Future Vol, veh/h 0 11 1 785 579 4 Conflicting Peds, #/hr 0 2 2 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 1 1 1 1 Mvmt Flow 0 12 1 835 616 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 620 622 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.11 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.209 - - - Pot Cap-1 Maneuver 0 492 964 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 490 962 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 12.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 962 - 490 - - HCM Lane V/C Ratio 0.001 - 0.024 - - HCM Control Delay (s) 8.7 - 12.5 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2017 Existing - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:36 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2017 Existing - PM Peak Hour] IRG Greenline - Buildings A and B 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 1 444 0.8 1266 0.351 100 6.1 LOS A 1.9 48.1 Full 1600 0.0 0.0 Lane 2d 469 0.8 1337 0.351 100 5.9 LOS A 1.9 46.9 Full 1600 0.0 0.0 Approach 914 0.8 0.351 6.0 LOS A 1.9 48.1 NorthEast: 33rd Pl S Lane 1d 73 0.0 693 0.105 100 6.3 LOS A 0.4 9.2 Full 1600 0.0 0.0 Approach 73 0.0 0.105 6.3 LOS A 0.4 9.2 NorthWest: Weyerhaeuser Way S Lane 1 301 0.2 1249 0.241 100 5.0 LOS A 1.1 28.5 Full 1600 0.0 0.0 Lane 2d 319 0.2 1321 0.241 100 4.8 LOS A 1.1 27.8 Full 1600 0.0 0.0 Approach 620 0.2 0.241 4.9 LOS A 1.1 28.5 Intersection 1606 0.5 0.351 5.6 LOS A 1.9 48.1 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:36 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 28 771 6 1 860 Future Volume (vph) 0 28 771 6 1 860 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 350 275 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 144 476 527 Travel Time (s) 3.9 9.3 10.3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 1% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 28 771 6 1 860 Future Vol, veh/h 0 28 771 6 1 860 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 350 275 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 0 0 1 1 1 1 Mvmt Flow 0 29 795 6 1 887 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 398 0 0 801 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.9 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - 2.21 - Pot Cap-1 Maneuver 0 607 - - 825 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 607 - - 825 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 11.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 607 825 - HCM Lane V/C Ratio - - 0.048 0.001 - HCM Control Delay (s) - - 11.2 9.4 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 500 55 514 170 260 0 0 702 156 Future Volume (vph) 0 0 0 500 55 514 170 260 0 0 702 156 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 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% 0% 0% 1% 1% 1% 1% 1% 1% 1% 1% 1% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)36.0 36.0 36.0 20.0 59.0 39.0 Total Split (%) 37.9% 37.9% 37.9% 21.1% 62.1% 41.1% 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 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 500 55 514 170 260 0 0 702 156 Future Volume (veh/h) 0 0 0 500 55 514 170 260 0 0 702 156 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 1885 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 515 57 530 175 268 0 0 724 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 1 1 1 1 1 0 0 1 1 Cap, veh/h 530 59 521 208 2036 0 0 1433 Arrive On Green 0.33 0.33 0.33 0.23 1.00 0.00 0.00 0.40 0.00 Sat Flow, veh/h 1624 180 1598 1795 3676 0 0 3770 0 Grp Volume(v), veh/h 572 0 530 175 268 0 0 724 0 Grp Sat Flow(s),veh/h/ln 1804 0 1598 1795 1791 0 0 1791 0 Q Serve(g_s), s 29.7 0.0 31.0 8.8 0.0 0.0 0.0 14.4 0.0 Cycle Q Clear(g_c), s 29.7 0.0 31.0 8.8 0.0 0.0 0.0 14.4 0.0 Prop In Lane 0.90 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 589 0 521 208 2036 0 0 1433 V/C Ratio(X)0.97 0.00 1.02 0.84 0.13 0.00 0.00 0.51 Avail Cap(c_a), veh/h 589 0 521 283 2036 0 0 1433 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 0.97 0.97 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 31.6 0.0 32.0 35.7 0.0 0.0 0.0 21.4 0.0 Incr Delay (d2), s/veh 30.0 0.0 43.7 17.1 0.1 0.0 0.0 1.3 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 17.4 0.0 17.8 4.3 0.0 0.0 0.0 6.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.6 0.0 75.7 52.8 0.1 0.0 0.0 22.7 0.0 LnGrp LOS E A F D A A A C Approach Vol, veh/h 1102 443 724 A Approach Delay, s/veh 68.4 20.9 22.7 Approach LOS E C C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 16.0 43.0 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 15.0 34.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 10.8 16.4 33.0 Green Ext Time (p_c), s 2.6 0.3 6.1 0.0 Intersection Summary HCM 6th Ctrl Delay 44.5 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 78 21 570 0 0 0 0 352 0 342 860 0 Future Volume (vph) 78 21 570 0 0 0 0 352 0 342 860 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) 313 338 681 735 Travel Time (s) 7.1 7.7 13.3 14.3 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% 1% 1% 0% 0% 0% 1% 1% 1% 1% 1% 1% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 12.0 26.0 Total Split (s) 40.0 40.0 40.0 40.0 15.0 55.0 Total Split (%) 42.1% 42.1% 42.1% 42.1% 15.8% 57.9% 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2017 Existing - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 78 21 570 0 0 0 0 352 0 342 860 0 Future Volume (veh/h) 78 21 570 0 0 0 0 352 0 342 860 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 1885 1885 0 1885 0 1885 1885 0 Adj Flow Rate, veh/h 81 22 594 0 367 0 356 896 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 1 1 0 1 0 1 1 0 Cap, veh/h 526 143 589 0 1320 0 568 992 0 Arrive On Green 0.37 0.37 0.37 0.00 0.37 0.00 0.14 0.70 0.00 Sat Flow, veh/h 1426 387 1598 0 3770 0 1795 1885 0 Grp Volume(v), veh/h 103 0 594 0 367 0 356 896 0 Grp Sat Flow(s),veh/h/ln 1814 0 1598 0 1791 0 1795 1885 0 Q Serve(g_s), s 3.6 0.0 35.0 0.0 6.8 0.0 10.0 36.8 0.0 Cycle Q Clear(g_c), s 3.6 0.0 35.0 0.0 6.8 0.0 10.0 36.8 0.0 Prop In Lane 0.79 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 668 0 589 0 1320 0 568 992 0 V/C Ratio(X) 0.15 0.00 1.01 0.00 0.28 0.00 0.63 0.90 0.00 Avail Cap(c_a), veh/h 668 0 589 0 1320 0 568 992 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.63 0.63 0.00 Uniform Delay (d), s/veh 20.1 0.0 30.0 0.0 21.1 0.0 16.6 12.3 0.0 Incr Delay (d2), s/veh 0.2 0.0 39.4 0.0 0.5 0.0 1.5 8.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 19.3 0.0 2.9 0.0 4.5 11.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.2 0.0 69.4 0.0 21.6 0.0 18.1 21.1 0.0 LnGrp LOS C A F A C A B C A Approach Vol, veh/h 697 367 1252 Approach Delay, s/veh 62.1 21.6 20.3 Approach LOS E C C Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 40.0 55.0 15.0 40.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 35.0 50.0 10.0 35.0 Max Q Clear Time (g_c+I1), s 37.0 38.8 12.0 8.8 Green Ext Time (p_c), s 0.0 6.3 0.0 3.3 Intersection Summary HCM 6th Ctrl Delay 33.1 HCM 6th LOS C Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA 2019 Future No Action LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2019 Baseline - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:44 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2019 Baseline - AM Peak Hour] IRG Greenline - Buildings A and B 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 416 0.2 1269 0.328 100 5.8 LOS A 1.8 44.0 Full 1600 0.0 0.0 Lane 2 215 0.2 1269 0.169 100 4.3 LOS A 0.8 18.9 Full 1600 0.0 0.0 Approach 630 0.2 0.328 5.3 LOS A 1.8 44.0 NorthEast: Weyerhaeuser Way S Lane 1 185 1.7 905 0.205 100 6.0 LOS A 0.8 21.0 Full 1600 0.0 0.0 Lane 2d 239 1.7 980 0.244 100 6.1 LOS A 1.0 25.4 Full 1600 0.0 0.0 Approach 425 1.7 0.244 6.1 LOS A 1.0 25.4 West: S 336th St Lane 1 118 1.6 1177 0.100 100 3.9 LOS A 0.4 10.3 Full 1600 0.0 0.0 Lane 2d 206 1.6 1177 0.175 100 4.6 LOS A 0.8 19.2 Full 1600 0.0 0.0 Approach 324 1.6 0.175 4.3 LOS A 0.8 19.2 Intersection 1379 1.0 0.328 5.3 LOS A 1.8 44.0 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:44 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 35 173 761 302 38 Future Volume (vph) 0 35 173 761 302 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 Heavy Vehicles (%) 0% 0% 3% 3% 6% 6% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 35 173 761 302 38 Future Vol, veh/h 0 35 173 761 302 38 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 75 75 75 75 75 75 Heavy Vehicles, % 0 0 3 3 6 6 Mvmt Flow 0 47 231 1015 403 51 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 403 454 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.13 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.227 - - - Pot Cap-1 Maneuver 0 652 1101 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 652 1101 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 10.9 1.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1101 - 652 - - HCM Lane V/C Ratio 0.21 - 0.072 - - HCM Control Delay (s) 9.1 - 10.9 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.8 - 0.2 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2019 Baseline - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:37 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2019 Baseline - AM Peak Hour] IRG Greenline - Buildings A and B 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 1 480 0.3 1326 0.362 100 6.1 LOS A 2.1 52.0 Full 1600 0.0 0.0 Lane 2d 506 0.3 1396 0.362 100 5.8 LOS A 2.0 50.5 Full 1600 0.0 0.0 Approach 986 0.3 0.362 6.0 LOS A 2.1 52.0 NorthEast: 33rd Pl S Lane 1d 157 1.6 617 0.254 100 9.1 LOS A 0.9 23.5 Full 1600 0.0 0.0 Approach 157 1.6 0.254 9.1 LOS A 0.9 23.5 NorthWest: Weyerhaeuser Way S Lane 1 175 1.5 1200 0.146 100 4.2 LOS A 0.6 15.4 Full 1600 0.0 0.0 Lane 2d 186 1.5 1272 0.146 100 4.0 LOS A 0.6 15.0 Full 1600 0.0 0.0 Approach 361 1.5 0.146 4.1 LOS A 0.6 15.4 Intersection 1504 0.7 0.362 5.8 LOS A 2.1 52.0 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:37 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 28 869 126 79 273 Future Volume (vph) 0 28 869 126 79 273 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 350 204 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 144 476 527 Travel Time (s) 3.9 9.3 10.3 Confl. Peds. (#/hr) 7 10 7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 0% 0% 1% 1% 2% 2% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 28 869 126 79 273 Future Vol, veh/h 0 28 869 126 79 273 Conflicting Peds, #/hr 0 7 0 10 7 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 350 204 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 0 0 1 1 2 2 Mvmt Flow 0 32 988 143 90 310 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 511 0 0 1141 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.9 - - 4.14 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - 2.22 - Pot Cap-1 Maneuver 0 513 - - 608 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 506 - - 603 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 12.6 0 2.7 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 506 603 - HCM Lane V/C Ratio - - 0.063 0.149 - HCM Control Delay (s) - - 12.6 12 - HCM Lane LOS - - B B - HCM 95th %tile Q(veh) - - 0.2 0.5 - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 122 4 489 250 508 0 0 204 69 Future Volume (vph) 0 0 0 122 4 489 250 508 0 0 204 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 Confl. Peds. (#/hr)4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 0% 0% 1% 1% 1% 1% 1% 1% 2% 2% 2% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)36.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1% 35.8% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 122 4 489 250 508 0 0 204 69 Future Volume (veh/h) 0 0 0 122 4 489 250 508 0 0 204 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 1885 1885 1885 1885 1885 0 0 1870 1870 Adj Flow Rate, veh/h 136 4 543 278 564 0 0 227 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 1 1 1 1 1 0 0 2 2 Cap, veh/h 570 17 519 310 2036 0 0 1219 Arrive On Green 0.33 0.33 0.33 0.35 1.00 0.00 0.00 0.34 0.00 Sat Flow, veh/h 1746 51 1592 1795 3676 0 0 3741 0 Grp Volume(v), veh/h 140 0 543 278 564 0 0 227 0 Grp Sat Flow(s),veh/h/ln 1798 0 1592 1795 1791 0 0 1777 0 Q Serve(g_s), s 5.4 0.0 31.0 13.9 0.0 0.0 0.0 4.3 0.0 Cycle Q Clear(g_c), s 5.4 0.0 31.0 13.9 0.0 0.0 0.0 4.3 0.0 Prop In Lane 0.97 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 587 0 519 310 2036 0 0 1219 V/C Ratio(X)0.24 0.00 1.05 0.90 0.28 0.00 0.00 0.19 Avail Cap(c_a), veh/h 587 0 519 378 2036 0 0 1219 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 0.95 0.95 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.4 0.0 32.0 30.3 0.0 0.0 0.0 21.9 0.0 Incr Delay (d2), s/veh 0.3 0.0 51.9 20.9 0.3 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 2.3 0.0 19.0 6.5 0.1 0.0 0.0 1.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.7 0.0 83.9 51.1 0.3 0.0 0.0 22.2 0.0 LnGrp LOS C A F D A A A C Approach Vol, veh/h 683 842 227 A Approach Delay, s/veh 71.5 17.1 22.2 Approach LOS E B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 21.4 37.6 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 20.0 29.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 15.9 6.3 33.0 Green Ext Time (p_c), s 6.2 0.5 1.8 0.0 Intersection Summary HCM 6th Ctrl Delay 39.0 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 236 2 212 0 0 0 0 561 0 124 175 0 Future Volume (vph) 236 2 212 0 0 0 0 561 0 124 175 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) 313 345 681 735 Travel Time (s) 7.1 7.8 13.3 14.3 Confl. Peds. (#/hr)5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 2% 2% 2% 0% 0% 0% 2% 2% 2% 4% 4% 4% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 10.0 26.0 Total Split (s) 45.0 45.0 45.0 40.0 10.0 50.0 Total Split (%) 47.4% 47.4% 47.4% 42.1% 10.5% 52.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 236 2 212 0 0 0 0 561 0 124 175 0 Future Volume (veh/h) 236 2 212 0 0 0 0 561 0 124 175 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 1870 1870 0 1870 0 1841 1841 0 Adj Flow Rate, veh/h 265 2 238 0 630 0 139 197 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 2 2 2 0 2 0 4 4 0 Cap, veh/h 356 3 319 0 2094 0 558 1276 0 Arrive On Green 0.20 0.20 0.20 0.00 0.59 0.00 0.10 1.00 0.00 Sat Flow, veh/h 1769 13 1585 0 3741 0 1753 1841 0 Grp Volume(v), veh/h 267 0 238 0 630 0 139 197 0 Grp Sat Flow(s),veh/h/ln 1782 0 1585 0 1777 0 1753 1841 0 Q Serve(g_s), s 13.4 0.0 13.4 0.0 8.4 0.0 2.9 0.0 0.0 Cycle Q Clear(g_c), s 13.4 0.0 13.4 0.0 8.4 0.0 2.9 0.0 0.0 Prop In Lane 0.99 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 359 0 319 0 2094 0 558 1276 0 V/C Ratio(X) 0.74 0.00 0.75 0.00 0.30 0.00 0.25 0.15 0.00 Avail Cap(c_a), veh/h 750 0 667 0 2094 0 561 1276 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 0.00 0.98 0.98 0.00 Uniform Delay (d), s/veh 35.6 0.0 35.6 0.0 9.7 0.0 6.2 0.0 0.0 Incr Delay (d2), s/veh 4.3 0.0 4.9 0.0 0.4 0.0 0.3 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.1 0.0 5.5 0.0 3.1 0.0 0.9 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.0 0.0 40.5 0.0 10.1 0.0 6.5 0.3 0.0 LnGrp LOS D A D A B A A A A Approach Vol, veh/h 505 630 336 Approach Delay, s/veh 40.2 10.1 2.8 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 24.1 70.9 9.9 61.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 45.0 5.0 35.0 Max Q Clear Time (g_c+I1), s 15.4 2.0 4.9 10.4 Green Ext Time (p_c), s 3.7 1.7 0.0 6.1 Intersection Summary HCM 6th Ctrl Delay 18.8 HCM 6th LOS B LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2019 Baseline - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS B 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 Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:13:00 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2019 Baseline - PM Peak Hour] IRG Greenline - Buildings A and B 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 736 0.5 1124 0.655 100 12.4 LOS B 8.4 210.5 Full 1600 0.0 0.0 Lane 2 173 0.5 1124 0.154 100 4.6 LOS A 0.7 16.4 Full 1600 0.0 0.0 Approach 909 0.5 0.655 10.9 LOS B 8.4 210.5 NorthEast: Weyerhaeuser Way S Lane 1 252 0.2 681 0.370 100 10.2 LOS B 1.7 43.6 Full 1600 0.0 0.0 Lane 2d 278 0.2 755 0.368 100 9.4 LOS A 1.7 43.0 Full 1600 0.0 0.0 Approach 530 0.2 0.370 9.8 LOS A 1.7 43.6 West: S 336th St Lane 1 249 0.7 1118 0.223 100 5.3 LOS A 1.0 25.2 Full 1600 0.0 0.0 Lane 2d 587 0.7 1118 0.525 100 9.3 LOS A 3.3 83.7 Full 1600 0.0 0.0 Approach 836 0.7 0.525 8.1 LOS A 3.3 83.7 Intersection 2276 0.5 0.655 9.6 LOS A 8.4 210.5 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:13:00 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 213 34 901 661 11 Future Volume (vph) 0 213 34 901 661 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Confl. Peds. (#/hr) 2 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 0% 1% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 213 34 901 661 11 Future Vol, veh/h 0 213 34 901 661 11 Conflicting Peds, #/hr 0 2 2 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 1 1 1 1 Mvmt Flow 0 227 36 959 703 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 707 717 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.11 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.209 - - - Pot Cap-1 Maneuver 0 439 888 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 438 887 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 21.7 0.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 887 - 438 - - HCM Lane V/C Ratio 0.041 - 0.517 - - HCM Control Delay (s) 9.2 - 21.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 2.9 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2019 Baseline - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:36 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2019 Baseline - PM Peak Hour] IRG Greenline - Buildings A and B 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 1 588 0.8 1187 0.495 100 8.4 LOS A 3.2 80.2 Full 1600 0.0 0.0 Lane 2d 624 0.8 1261 0.495 100 8.1 LOS A 3.1 78.6 Full 1600 0.0 0.0 Approach 1213 0.8 0.495 8.3 LOS A 3.2 80.2 NorthEast: 33rd Pl S Lane 1d 91 0.0 537 0.169 100 8.9 LOS A 0.6 14.5 Full 1600 0.0 0.0 Approach 91 0.0 0.169 8.9 LOS A 0.6 14.5 NorthWest: Weyerhaeuser Way S Lane 1 445 0.2 1076 0.414 100 7.8 LOS A 2.2 55.9 Full 1600 0.0 0.0 Lane 2d 477 0.2 1151 0.414 100 7.4 LOS A 2.2 55.0 Full 1600 0.0 0.0 Approach 922 0.2 0.414 7.6 LOS A 2.2 55.9 Intersection 2225 0.5 0.495 8.0 LOS A 3.2 80.2 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:36 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 171 836 23 12 1217 Future Volume (vph) 0 171 836 23 12 1217 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 350 204 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 144 476 527 Travel Time (s) 3.9 9.3 10.3 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 1% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 171 836 23 12 1217 Future Vol, veh/h 0 171 836 23 12 1217 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - 350 204 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 Heavy Vehicles, % 0 0 1 1 1 1 Mvmt Flow 0 176 862 24 12 1255 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 431 0 0 886 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.9 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 - - 2.21 - Pot Cap-1 Maneuver 0 578 - - 766 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 578 - - 766 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 13.9 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 578 766 - HCM Lane V/C Ratio - - 0.305 0.016 - HCM Control Delay (s) - - 13.9 9.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 1.3 0 - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 510 56 555 173 301 0 0 892 322 Future Volume (vph) 0 0 0 510 56 555 173 301 0 0 892 322 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 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% 0% 0% 1% 1% 1% 1% 1% 1% 1% 1% 1% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)36.0 36.0 36.0 20.0 59.0 39.0 Total Split (%) 37.9% 37.9% 37.9% 21.1% 62.1% 41.1% 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 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 510 56 555 173 301 0 0 892 322 Future Volume (veh/h) 0 0 0 510 56 555 173 301 0 0 892 322 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 1885 1885 1885 1885 0 0 1885 1885 Adj Flow Rate, veh/h 526 58 572 178 310 0 0 920 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 1 1 1 1 1 0 0 1 1 Cap, veh/h 530 58 521 211 2036 0 0 1427 Arrive On Green 0.33 0.33 0.33 0.23 1.00 0.00 0.00 0.40 0.00 Sat Flow, veh/h 1625 179 1598 1795 3676 0 0 3770 0 Grp Volume(v), veh/h 584 0 572 178 310 0 0 920 0 Grp Sat Flow(s),veh/h/ln 1804 0 1598 1795 1791 0 0 1791 0 Q Serve(g_s), s 30.6 0.0 31.0 9.0 0.0 0.0 0.0 19.8 0.0 Cycle Q Clear(g_c), s 30.6 0.0 31.0 9.0 0.0 0.0 0.0 19.8 0.0 Prop In Lane 0.90 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 589 0 521 211 2036 0 0 1427 V/C Ratio(X)0.99 0.00 1.10 0.85 0.15 0.00 0.00 0.64 Avail Cap(c_a), veh/h 589 0 521 283 2036 0 0 1427 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 0.96 0.96 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 31.9 0.0 32.0 35.5 0.0 0.0 0.0 23.1 0.0 Incr Delay (d2), s/veh 35.0 0.0 68.6 17.4 0.2 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 18.6 0.0 21.4 4.4 0.0 0.0 0.0 8.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.9 0.0 100.6 52.9 0.2 0.0 0.0 25.4 0.0 LnGrp LOS E A F D A A A C Approach Vol, veh/h 1156 488 920 A Approach Delay, s/veh 83.6 19.4 25.4 Approach LOS F B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 16.1 42.9 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 15.0 34.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 11.0 21.8 33.0 Green Ext Time (p_c), s 3.1 0.3 6.3 0.0 Intersection Summary HCM 6th Ctrl Delay 50.5 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 106 21 582 0 0 0 0 369 0 490 913 0 Future Volume (vph) 106 21 582 0 0 0 0 369 0 490 913 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) 313 338 681 735 Travel Time (s) 7.1 7.7 13.3 14.3 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% 1% 1% 0% 0% 0% 1% 1% 1% 1% 1% 1% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 12.0 26.0 Total Split (s) 40.0 40.0 40.0 40.0 15.0 55.0 Total Split (%) 42.1% 42.1% 42.1% 42.1% 15.8% 57.9% 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 Baseline - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 106 21 582 0 0 0 0 369 0 490 913 0 Future Volume (veh/h) 106 21 582 0 0 0 0 369 0 490 913 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 1885 1885 0 1885 0 1885 1885 0 Adj Flow Rate, veh/h 110 22 606 0 384 0 510 951 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 1 1 0 1 0 1 1 0 Cap, veh/h 556 111 589 0 1320 0 559 992 0 Arrive On Green 0.37 0.37 0.37 0.00 0.37 0.00 0.14 0.70 0.00 Sat Flow, veh/h 1508 302 1598 0 3770 0 1795 1885 0 Grp Volume(v), veh/h 132 0 606 0 384 0 510 951 0 Grp Sat Flow(s),veh/h/ln 1810 0 1598 0 1791 0 1795 1885 0 Q Serve(g_s), s 4.7 0.0 35.0 0.0 7.2 0.0 10.0 43.7 0.0 Cycle Q Clear(g_c), s 4.7 0.0 35.0 0.0 7.2 0.0 10.0 43.7 0.0 Prop In Lane 0.83 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 667 0 589 0 1320 0 559 992 0 V/C Ratio(X) 0.20 0.00 1.03 0.00 0.29 0.00 0.91 0.96 0.00 Avail Cap(c_a), veh/h 667 0 589 0 1320 0 559 992 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.20 0.20 0.00 Uniform Delay (d), s/veh 20.4 0.0 30.0 0.0 21.2 0.0 23.7 13.3 0.0 Incr Delay (d2), s/veh 0.2 0.0 44.9 0.0 0.6 0.0 5.1 6.3 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 20.2 0.0 3.0 0.0 7.0 12.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.6 0.0 74.9 0.0 21.8 0.0 28.8 19.6 0.0 LnGrp LOS C A F A C A C B A Approach Vol, veh/h 738 384 1461 Approach Delay, s/veh 65.2 21.8 22.8 Approach LOS E C C Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 40.0 55.0 15.0 40.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 35.0 50.0 10.0 35.0 Max Q Clear Time (g_c+I1), s 37.0 45.7 12.0 9.2 Green Ext Time (p_c), s 0.0 3.0 0.0 3.5 Intersection Summary HCM 6th Ctrl Delay 34.8 HCM 6th LOS C Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA 2019 With-Project (With Building A Only) LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2019 With Building A - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:45 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2019 With Building A - AM Peak Hour] IRG Greenline - Buildings A and B 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 420 0.2 1269 0.331 100 5.9 LOS A 1.8 44.7 Full 1600 0.0 0.0 Lane 2 217 0.2 1269 0.171 100 4.3 LOS A 0.8 19.2 Full 1600 0.0 0.0 Approach 637 0.2 0.331 5.3 LOS A 1.8 44.7 NorthEast: Weyerhaeuser Way S Lane 1 206 1.5 903 0.228 100 6.3 LOS A 0.9 23.8 Full 1600 0.0 0.0 Lane 2d 239 1.5 978 0.245 100 6.1 LOS A 1.0 25.5 Full 1600 0.0 0.0 Approach 445 1.5 0.245 6.2 LOS A 1.0 25.5 West: S 336th St Lane 1 118 1.7 1155 0.102 100 4.0 LOS A 0.4 10.5 Full 1600 0.0 0.0 Lane 2d 210 1.7 1155 0.182 100 4.7 LOS A 0.8 20.0 Full 1600 0.0 0.0 Approach 328 1.7 0.182 4.5 LOS A 0.8 20.0 Intersection 1410 1.0 0.331 5.4 LOS A 1.8 44.7 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:45 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 46 193 767 307 55 Future Volume (vph) 0 46 193 767 307 55 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 Heavy Vehicles (%) 0% 0% 3% 3% 5% 5% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 46 193 767 307 55 Future Vol, veh/h 0 46 193 767 307 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 75 75 75 75 75 75 Heavy Vehicles, % 0 0 3 3 5 5 Mvmt Flow 0 61 257 1023 409 73 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 409 482 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.13 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.227 - - - Pot Cap-1 Maneuver 0 647 1075 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 647 1075 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 11.1 1.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1075 - 647 - - HCM Lane V/C Ratio 0.239 - 0.095 - - HCM Control Delay (s) 9.4 - 11.1 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.9 - 0.3 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2019 With Building A - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:38 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2019 With Building A - AM Peak Hour] IRG Greenline - Buildings A and B 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 1 486 0.3 1315 0.370 100 6.2 LOS A 2.1 53.4 Full 1600 0.0 0.0 Lane 2d 513 0.3 1386 0.370 100 6.0 LOS A 2.1 52.0 Full 1600 0.0 0.0 Approach 999 0.3 0.370 6.1 LOS A 2.1 53.4 NorthEast: 33rd Pl S Lane 1d 169 1.3 609 0.277 100 9.5 LOS A 1.0 26.1 Full 1600 0.0 0.0 Approach 169 1.3 0.277 9.5 LOS A 1.0 26.1 NorthWest: Weyerhaeuser Way S Lane 1 184 1.4 1198 0.153 100 4.3 LOS A 0.6 16.2 Full 1600 0.0 0.0 Lane 2d 195 1.4 1270 0.153 100 4.1 LOS A 0.6 15.8 Full 1600 0.0 0.0 Approach 378 1.4 0.153 4.2 LOS A 0.6 16.2 Intersection 1546 0.7 0.370 6.0 LOS A 2.1 53.4 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:38 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 16 0 0 28 57 881 126 79 276 8 Future Volume (vph) 0 0 16 0 0 28 57 881 126 79 276 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 240 350 204 0 Storage Lanes 0 1 0 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 35 35 Link Distance (ft) 141 144 476 527 Travel Time (s) 3.8 3.9 9.3 10.3 Confl. Peds. (#/hr)7 10 7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 31% 31% 31% 0% 0% 0% 2% 2% 2% 2% 2% 2% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 16 0 0 28 57 881 126 79 276 8 Future Vol, veh/h 0 0 16 0 0 28 57 881 126 79 276 8 Conflicting Peds, #/hr 0 0 0 0 0 7 0 0 10 7 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 240 - 350 204 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 31 31 31 0 0 0 2 2 2 2 2 2 Mvmt Flow 0 0 18 0 0 32 65 1001 143 90 314 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 162 - - 518 323 0 0 1154 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.52 - - 6.9 4.14 - - 4.14 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.61 - - 3.3 2.22 - - 2.22 - - Pot Cap-1 Maneuver 0 0 770 0 0 508 1234 - - 601 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 770 - - 501 1234 - - 596 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 12.7 0.4 2.6 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1234 - - 770 501 596 - - HCM Lane V/C Ratio 0.052 - - 0.024 0.064 0.151 - - HCM Control Delay (s) 8.1 - - 9.8 12.7 12.1 - - HCM Lane LOS A - - A B B - - HCM 95th %tile Q(veh) 0.2 - - 0.1 0.2 0.5 - - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 122 4 521 250 545 0 0 214 78 Future Volume (vph) 0 0 0 122 4 521 250 545 0 0 214 78 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 Confl. Peds. (#/hr)4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 0% 0% 3% 3% 3% 2% 2% 2% 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)36.0 36.0 36.0 25.0 59.0 34.0 Total Split (%) 37.9% 37.9% 37.9% 26.3% 62.1% 35.8% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 122 4 521 250 545 0 0 214 78 Future Volume (veh/h) 0 0 0 122 4 521 250 545 0 0 214 78 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 1856 1856 1870 1870 0 0 1856 1856 Adj Flow Rate, veh/h 136 4 579 278 606 0 0 238 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 3 3 3 2 2 0 0 3 3 Cap, veh/h 561 16 511 310 2020 0 0 1205 Arrive On Green 0.33 0.33 0.33 0.35 1.00 0.00 0.00 0.34 0.00 Sat Flow, veh/h 1719 51 1567 1781 3647 0 0 3711 0 Grp Volume(v), veh/h 140 0 579 278 606 0 0 238 0 Grp Sat Flow(s),veh/h/ln 1770 0 1567 1781 1777 0 0 1763 0 Q Serve(g_s), s 5.5 0.0 31.0 14.1 0.0 0.0 0.0 4.5 0.0 Cycle Q Clear(g_c), s 5.5 0.0 31.0 14.1 0.0 0.0 0.0 4.5 0.0 Prop In Lane 0.97 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 577 0 511 310 2020 0 0 1205 V/C Ratio(X)0.24 0.00 1.13 0.90 0.30 0.00 0.00 0.20 Avail Cap(c_a), veh/h 577 0 511 375 2020 0 0 1205 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 0.94 0.94 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.4 0.0 32.0 30.2 0.0 0.0 0.0 22.1 0.0 Incr Delay (d2), s/veh 0.3 0.0 81.6 21.1 0.4 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 2.3 0.0 22.9 6.5 0.1 0.0 0.0 1.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.7 0.0 113.6 51.3 0.4 0.0 0.0 22.4 0.0 LnGrp LOS C A F D A A A C Approach Vol, veh/h 719 884 238 A Approach Delay, s/veh 96.1 16.4 22.4 Approach LOS F B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 21.5 37.5 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 20.0 29.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 16.1 6.5 33.0 Green Ext Time (p_c), s 6.8 0.5 1.9 0.0 Intersection Summary HCM 6th Ctrl Delay 48.3 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 263 2 212 0 0 0 0 571 0 132 177 0 Future Volume (vph) 263 2 212 0 0 0 0 571 0 132 177 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) 313 345 681 735 Travel Time (s) 7.1 7.8 13.3 14.3 Confl. Peds. (#/hr)5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 3% 3% 3% 0% 0% 0% 2% 2% 2% 4% 4% 4% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 5.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 10.0 26.0 Total Split (s) 45.0 45.0 45.0 40.0 10.0 50.0 Total Split (%) 47.4% 47.4% 47.4% 42.1% 10.5% 52.6% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 263 2 212 0 0 0 0 571 0 132 177 0 Future Volume (veh/h) 263 2 212 0 0 0 0 571 0 132 177 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 1856 1856 0 1870 0 1841 1841 0 Adj Flow Rate, veh/h 296 2 238 0 642 0 148 199 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 3 3 3 0 2 0 4 4 0 Cap, veh/h 388 3 347 0 2020 0 535 1240 0 Arrive On Green 0.22 0.22 0.22 0.00 0.57 0.00 0.11 1.00 0.00 Sat Flow, veh/h 1756 12 1572 0 3741 0 1753 1841 0 Grp Volume(v), veh/h 298 0 238 0 642 0 148 199 0 Grp Sat Flow(s),veh/h/ln 1768 0 1572 0 1777 0 1753 1841 0 Q Serve(g_s), s 15.0 0.0 13.2 0.0 9.0 0.0 3.3 0.0 0.0 Cycle Q Clear(g_c), s 15.0 0.0 13.2 0.0 9.0 0.0 3.3 0.0 0.0 Prop In Lane 0.99 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 391 0 347 0 2020 0 535 1240 0 V/C Ratio(X) 0.76 0.00 0.69 0.00 0.32 0.00 0.28 0.16 0.00 Avail Cap(c_a), veh/h 744 0 662 0 2020 0 535 1240 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 0.00 0.96 0.96 0.00 Uniform Delay (d), s/veh 34.7 0.0 34.0 0.0 10.8 0.0 7.0 0.0 0.0 Incr Delay (d2), s/veh 4.4 0.0 3.4 0.0 0.4 0.0 0.3 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.8 0.0 5.3 0.0 3.4 0.0 1.0 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.1 0.0 37.4 0.0 11.2 0.0 7.4 0.3 0.0 LnGrp LOS D A D A B A A A A Approach Vol, veh/h 536 642 347 Approach Delay, s/veh 38.3 11.2 3.3 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 26.0 69.0 10.0 59.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 45.0 5.0 35.0 Max Q Clear Time (g_c+I1), s 17.0 2.0 5.3 11.0 Green Ext Time (p_c), s 4.0 1.7 0.0 6.1 Intersection Summary HCM 6th Ctrl Delay 18.9 HCM 6th LOS B LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2019 With Building A - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS B 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 Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:13:01 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2019 With Building A - PM Peak Hour] IRG Greenline - Buildings A and B 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 749 0.4 1123 0.667 100 12.7 LOS B 9.0 226.3 Full 1600 0.0 0.0 Lane 2 177 0.4 1123 0.158 100 4.6 LOS A 0.7 16.8 Full 1600 0.0 0.0 Approach 926 0.4 0.667 11.2 LOS B 9.0 226.3 NorthEast: Weyerhaeuser Way S Lane 1 256 0.2 674 0.380 100 10.5 LOS B 1.8 45.6 Full 1600 0.0 0.0 Lane 2d 278 0.2 747 0.372 100 9.5 LOS A 1.7 43.7 Full 1600 0.0 0.0 Approach 534 0.2 0.380 10.0 LOS A 1.8 45.6 West: S 336th St Lane 1 249 0.7 1116 0.223 100 5.3 LOS A 1.0 25.3 Full 1600 0.0 0.0 Lane 2d 589 0.7 1116 0.527 100 9.4 LOS A 3.4 84.2 Full 1600 0.0 0.0 Approach 837 0.7 0.527 8.2 LOS A 3.4 84.2 Intersection 2298 0.5 0.667 9.8 LOS A 9.0 226.3 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:13:01 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 245 39 917 662 15 Future Volume (vph) 0 245 39 917 662 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Confl. Peds. (#/hr) 2 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 0% 1% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 245 39 917 662 15 Future Vol, veh/h 0 245 39 917 662 15 Conflicting Peds, #/hr 0 2 2 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 1 1 1 1 Mvmt Flow 0 261 41 976 704 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 708 722 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.11 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.209 - - - Pot Cap-1 Maneuver 0 438 885 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 437 884 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 24.7 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 884 - 437 - - HCM Lane V/C Ratio 0.047 - 0.596 - - HCM Control Delay (s) 9.3 - 24.7 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0.1 - 3.8 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2019 With Building A - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:37 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2019 With Building A - PM Peak Hour] IRG Greenline - Buildings A and B 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 1 589 0.8 1161 0.507 100 8.8 LOS A 3.3 82.0 Full 1600 0.0 0.0 Lane 2d 627 0.8 1235 0.507 100 8.4 LOS A 3.2 80.6 Full 1600 0.0 0.0 Approach 1216 0.8 0.507 8.6 LOS A 3.3 82.0 NorthEast: 33rd Pl S Lane 1d 94 0.0 528 0.177 100 9.2 LOS A 0.6 15.3 Full 1600 0.0 0.0 Approach 94 0.0 0.177 9.2 LOS A 0.6 15.3 NorthWest: Weyerhaeuser Way S Lane 1 462 0.2 1075 0.430 100 8.0 LOS A 2.4 59.1 Full 1600 0.0 0.0 Lane 2d 495 0.2 1150 0.430 100 7.6 LOS A 2.3 58.2 Full 1600 0.0 0.0 Approach 957 0.2 0.430 7.8 LOS A 2.4 59.1 Intersection 2266 0.5 0.507 8.3 LOS A 3.3 82.0 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:37 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 43 0 0 171 14 839 23 12 1226 2 Future Volume (vph) 0 0 43 0 0 171 14 839 23 12 1226 2 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 240 350 204 0 Storage Lanes 0 1 0 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 35 35 Link Distance (ft) 162 144 476 527 Travel Time (s) 4.4 3.9 9.3 10.3 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 (%) 35% 35% 35% 0% 0% 0% 1% 1% 1% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 43 0 0 171 14 839 23 12 1226 2 Future Vol, veh/h 0 0 43 0 0 171 14 839 23 12 1226 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 240 - 350 204 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 35 35 35 0 0 0 1 1 1 1 1 1 Mvmt Flow 0 0 44 0 0 176 14 865 24 12 1264 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 633 - - 433 1266 0 0 889 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.6 - - 6.9 4.12 - - 4.12 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.65 - - 3.3 2.21 - - 2.21 - - Pot Cap-1 Maneuver 0 0 351 0 0 576 550 - - 764 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 351 - - 576 550 - - 764 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.7 14 0.2 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 550 - - 351 576 764 - - HCM Lane V/C Ratio 0.026 - - 0.126 0.306 0.016 - - HCM Control Delay (s) 11.7 - - 16.7 14 9.8 - - HCM Lane LOS B - - C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.4 1.3 0 - - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 510 56 563 173 310 0 0 919 347 Future Volume (vph) 0 0 0 510 56 563 173 310 0 0 919 347 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 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% 0% 0% 1% 1% 1% 2% 2% 2% 1% 1% 1% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)36.0 36.0 36.0 20.0 59.0 39.0 Total Split (%) 37.9% 37.9% 37.9% 21.1% 62.1% 41.1% 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 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 510 56 563 173 310 0 0 919 347 Future Volume (veh/h) 0 0 0 510 56 563 173 310 0 0 919 347 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 1885 1885 1870 1870 0 0 1885 1885 Adj Flow Rate, veh/h 526 58 580 178 320 0 0 947 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 1 1 1 2 2 0 0 1 1 Cap, veh/h 530 58 521 210 2020 0 0 1425 Arrive On Green 0.33 0.33 0.33 0.24 1.00 0.00 0.00 0.40 0.00 Sat Flow, veh/h 1625 179 1598 1781 3647 0 0 3770 0 Grp Volume(v), veh/h 584 0 580 178 320 0 0 947 0 Grp Sat Flow(s),veh/h/ln 1804 0 1598 1781 1777 0 0 1791 0 Q Serve(g_s), s 30.6 0.0 31.0 9.1 0.0 0.0 0.0 20.6 0.0 Cycle Q Clear(g_c), s 30.6 0.0 31.0 9.1 0.0 0.0 0.0 20.6 0.0 Prop In Lane 0.90 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 589 0 521 210 2020 0 0 1425 V/C Ratio(X)0.99 0.00 1.11 0.85 0.16 0.00 0.00 0.66 Avail Cap(c_a), veh/h 589 0 521 281 2020 0 0 1425 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 0.96 0.96 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 31.9 0.0 32.0 35.5 0.0 0.0 0.0 23.4 0.0 Incr Delay (d2), s/veh 35.0 0.0 74.0 17.8 0.2 0.0 0.0 2.5 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 18.6 0.0 22.2 4.4 0.0 0.0 0.0 8.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 66.9 0.0 106.0 53.2 0.2 0.0 0.0 25.9 0.0 LnGrp LOS E A F D A A A C Approach Vol, veh/h 1164 498 947 A Approach Delay, s/veh 86.4 19.1 25.9 Approach LOS F B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 16.2 42.8 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 15.0 34.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 11.1 22.6 33.0 Green Ext Time (p_c), s 3.2 0.3 6.1 0.0 Intersection Summary HCM 6th Ctrl Delay 51.6 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 21 582 0 0 0 0 372 0 511 919 0 Future Volume (vph) 112 21 582 0 0 0 0 372 0 511 919 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) 313 338 681 735 Travel Time (s) 7.1 7.7 13.3 14.3 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% 1% 1% 0% 0% 0% 1% 1% 1% 1% 1% 1% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 12.0 26.0 Total Split (s) 40.0 40.0 40.0 40.0 15.0 55.0 Total Split (%) 42.1% 42.1% 42.1% 42.1% 15.8% 57.9% 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2019 With Building A - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 112 21 582 0 0 0 0 372 0 511 919 0 Future Volume (veh/h) 112 21 582 0 0 0 0 372 0 511 919 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 1885 1885 0 1885 0 1885 1885 0 Adj Flow Rate, veh/h 117 22 606 0 388 0 532 957 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 1 1 0 1 0 1 1 0 Cap, veh/h 561 105 589 0 1320 0 558 992 0 Arrive On Green 0.37 0.37 0.37 0.00 0.37 0.00 0.14 0.70 0.00 Sat Flow, veh/h 1523 286 1598 0 3770 0 1795 1885 0 Grp Volume(v), veh/h 139 0 606 0 388 0 532 957 0 Grp Sat Flow(s),veh/h/ln 1809 0 1598 0 1791 0 1795 1885 0 Q Serve(g_s), s 5.0 0.0 35.0 0.0 7.3 0.0 10.0 44.5 0.0 Cycle Q Clear(g_c), s 5.0 0.0 35.0 0.0 7.3 0.0 10.0 44.5 0.0 Prop In Lane 0.84 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 666 0 589 0 1320 0 558 992 0 V/C Ratio(X) 0.21 0.00 1.03 0.00 0.29 0.00 0.95 0.96 0.00 Avail Cap(c_a), veh/h 666 0 589 0 1320 0 558 992 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 0.00 0.10 0.10 0.00 Uniform Delay (d), s/veh 20.5 0.0 30.0 0.0 21.2 0.0 24.7 13.4 0.0 Incr Delay (d2), s/veh 0.2 0.0 44.9 0.0 0.6 0.0 5.0 4.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 20.2 0.0 3.1 0.0 8.0 12.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.7 0.0 74.9 0.0 21.8 0.0 29.8 17.4 0.0 LnGrp LOS C A F A C A C B A Approach Vol, veh/h 745 388 1489 Approach Delay, s/veh 64.8 21.8 21.8 Approach LOS E C C Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 40.0 55.0 15.0 40.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 35.0 50.0 10.0 35.0 Max Q Clear Time (g_c+I1), s 37.0 46.5 12.0 9.3 Green Ext Time (p_c), s 0.0 2.5 0.0 3.5 Intersection Summary HCM 6th Ctrl Delay 34.0 HCM 6th LOS C Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA 2020 With-Project (With Buildings A and B) LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2020 With Buildings A & B - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:46 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2020 With Buildings A & B - AM Peak Hour] IRG Greenline - Buildings A and B 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 427 0.2 1267 0.337 100 6.0 LOS A 1.8 45.8 Full 1600 0.0 0.0 Lane 2 222 0.2 1267 0.176 100 4.3 LOS A 0.8 19.8 Full 1600 0.0 0.0 Approach 649 0.2 0.337 5.4 LOS A 1.8 45.8 NorthEast: Weyerhaeuser Way S Lane 1 227 1.4 898 0.253 100 6.6 LOS A 1.1 26.9 Full 1600 0.0 0.0 Lane 2d 244 1.4 973 0.250 100 6.2 LOS A 1.0 26.2 Full 1600 0.0 0.0 Approach 471 1.4 0.253 6.4 LOS A 1.1 26.9 West: S 336th St Lane 1 120 1.7 1132 0.106 100 4.1 LOS A 0.4 10.9 Full 1600 0.0 0.0 Lane 2d 215 1.7 1132 0.190 100 4.9 LOS A 0.8 20.9 Full 1600 0.0 0.0 Approach 335 1.7 0.190 4.6 LOS A 0.8 20.9 Intersection 1455 0.9 0.337 5.5 LOS A 1.8 45.8 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:02:46 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 53 213 782 315 69 Future Volume (vph) 0 53 213 782 315 69 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Peak Hour Factor 0.75 0.75 0.75 0.75 0.75 0.75 Heavy Vehicles (%) 0% 0% 3% 3% 5% 5% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 53 213 782 315 69 Future Vol, veh/h 0 53 213 782 315 69 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 75 75 75 75 75 75 Heavy Vehicles, % 0 0 3 3 5 5 Mvmt Flow 0 71 284 1043 420 92 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 420 512 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.13 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.227 - - - Pot Cap-1 Maneuver 0 638 1048 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 638 1048 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 11.3 2.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1048 - 638 - - HCM Lane V/C Ratio 0.271 - 0.111 - - HCM Control Delay (s) 9.7 - 11.3 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 1.1 - 0.4 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2020 With Buildings A & B - AM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A B A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:39 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2020 With Buildings A & B - AM Peak Hour] IRG Greenline - Buildings A and B 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 1 500 0.3 1310 0.382 100 6.3 LOS A 2.2 55.9 Full 1600 0.0 0.0 Lane 2d 527 0.3 1381 0.382 100 6.1 LOS A 2.2 54.5 Full 1600 0.0 0.0 Approach 1027 0.3 0.382 6.2 LOS A 2.2 55.9 NorthEast: 33rd Pl S Lane 1d 182 1.2 595 0.305 100 10.2 LOS B 1.2 30.2 Full 1600 0.0 0.0 Approach 182 1.2 0.305 10.2 LOS B 1.2 30.2 NorthWest: Weyerhaeuser Way S Lane 1 192 1.4 1193 0.161 100 4.4 LOS A 0.7 17.1 Full 1600 0.0 0.0 Lane 2d 204 1.4 1265 0.161 100 4.2 LOS A 0.7 16.7 Full 1600 0.0 0.0 Approach 396 1.4 0.161 4.3 LOS A 0.7 17.1 Intersection 1604 0.7 0.382 6.2 LOS A 2.2 55.9 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:19:39 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 31 0 0 28 112 905 126 79 284 15 Future Volume (vph) 0 0 31 0 0 28 112 905 126 79 284 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 240 350 204 0 Storage Lanes 0 1 0 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 35 35 Link Distance (ft) 141 144 476 527 Travel Time (s) 3.8 3.9 9.3 10.3 Confl. Peds. (#/hr)7 10 7 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Heavy Vehicles (%) 32% 32% 32% 0% 0% 0% 6% 6% 6% 2% 2% 2% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 31 0 0 28 112 905 126 79 284 15 Future Vol, veh/h 0 0 31 0 0 28 112 905 126 79 284 15 Conflicting Peds, #/hr 0 0 0 0 0 7 0 0 10 7 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 240 - 350 204 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 32 32 32 0 0 0 6 6 6 2 2 2 Mvmt Flow 0 0 35 0 0 32 127 1028 143 90 323 17 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 170 - - 531 340 0 0 1181 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.54 - - 6.9 4.22 - - 4.14 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.62 - - 3.3 2.26 - - 2.22 - - Pot Cap-1 Maneuver 0 0 758 0 0 498 1187 - - 587 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 758 - - 491 1187 - - 582 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10 12.8 0.8 2.6 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1187 - - 758 491 582 - - HCM Lane V/C Ratio 0.107 - - 0.046 0.065 0.154 - - HCM Control Delay (s) 8.4 - - 10 12.8 12.3 - - HCM Lane LOS A - - B B B - - HCM 95th %tile Q(veh) 0.4 - - 0.1 0.2 0.5 - - Queuing and Blocking Report 2020 With-Project - AM Peak Hour 03/04/2018 IRG Greenline - Building A and B SimTraffic Report TENW Page 1 Intersection: 4: Weyerhaeuser Way S & Site Access/S 341st St Movement EB WB NB NB NB NB SB SB SB Directions Served R R L T T R L T TR Maximum Queue (ft) 75 40 56 30 62 36 90 12 18 Average Queue (ft) 29 15 24 1 5 4 38 0 1 95th Queue (ft) 68 36 54 15 30 23 73 6 10 Link Distance (ft) 95 84 370 370 499 499 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 240 350 204 Storage Blk Time (%) Queuing Penalty (veh) Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 124 4 559 255 587 0 0 228 87 Future Volume (vph) 0 0 0 124 4 559 255 587 0 0 228 87 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 Confl. Peds. (#/hr)4 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles (%) 0% 0% 0% 5% 5% 5% 4% 4% 4% 6% 6% 6% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)45.0 45.0 45.0 24.0 50.0 26.0 Total Split (%) 47.4% 47.4% 47.4% 25.3% 52.6% 27.4% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 41 (43%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 124 4 559 255 587 0 0 228 87 Future Volume (veh/h) 0 0 0 124 4 559 255 587 0 0 228 87 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 1826 1826 1841 1841 0 0 1811 1811 Adj Flow Rate, veh/h 138 4 621 283 652 0 0 253 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 5 5 5 4 4 0 0 6 6 Cap, veh/h 706 20 644 322 1669 0 0 829 Arrive On Green 0.42 0.42 0.42 0.06 0.16 0.00 0.00 0.24 0.00 Sat Flow, veh/h 1692 49 1543 1753 3589 0 0 3622 0 Grp Volume(v), veh/h 142 0 621 283 652 0 0 253 0 Grp Sat Flow(s),veh/h/ln 1741 0 1543 1753 1749 0 0 1721 0 Q Serve(g_s), s 4.9 0.0 37.3 15.2 15.9 0.0 0.0 5.7 0.0 Cycle Q Clear(g_c), s 4.9 0.0 37.3 15.2 15.9 0.0 0.0 5.7 0.0 Prop In Lane 0.97 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 727 0 644 322 1669 0 0 829 V/C Ratio(X)0.20 0.00 0.96 0.88 0.39 0.00 0.00 0.31 Avail Cap(c_a), veh/h 733 0 650 351 1669 0 0 829 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 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 17.6 0.0 27.0 43.6 27.6 0.0 0.0 29.5 0.0 Incr Delay (d2), s/veh 0.2 0.0 26.6 20.0 0.6 0.0 0.0 0.9 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 2.0 0.0 17.8 8.9 7.5 0.0 0.0 2.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.7 0.0 53.6 63.6 28.2 0.0 0.0 30.5 0.0 LnGrp LOS B A D E C A A C Approach Vol, veh/h 763 935 253 A Approach Delay, s/veh 46.9 38.9 30.5 Approach LOS D D C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 50.3 22.4 27.9 44.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 19.0 21.0 40.0 Max Q Clear Time (g_c+I1), s 17.9 17.2 7.7 39.3 Green Ext Time (p_c), s 6.5 0.2 1.6 0.4 Intersection Summary HCM 6th Ctrl Delay 41.0 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Queuing and Blocking Report 2020 With-Project - AM Peak Hour 03/04/2018 IRG Greenline - Building A and B SimTraffic Report TENW Page 1 Intersection: 5: 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) 373 125 355 340 282 99 141 Average Queue (ft) 209 118 195 120 110 36 38 95th Queue (ft) 413 142 333 263 225 84 101 Link Distance (ft) 336 675 675 370 370 Upstream Blk Time (%) 6 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 100 395 Storage Blk Time (%) 2 28 2 0 Queuing Penalty (veh) 11 40 6 0 Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 291 2 216 0 0 0 0 591 0 142 182 0 Future Volume (vph) 291 2 216 0 0 0 0 591 0 142 182 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) 313 345 681 735 Travel Time (s) 7.1 7.8 13.3 14.3 Confl. Peds. (#/hr)5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 6% 6% 6% 0% 0% 0% 3% 3% 3% 6% 6% 6% 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) 40.0 40.0 40.0 38.0 17.0 55.0 Total Split (%) 42.1% 42.1% 42.1% 40.0% 17.9% 57.9% 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 291 2 216 0 0 0 0 591 0 142 182 0 Future Volume (veh/h) 291 2 216 0 0 0 0 591 0 142 182 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 1811 1811 1811 0 1856 0 1811 1811 0 Adj Flow Rate, veh/h 327 2 243 0 664 0 160 204 0 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 6 6 6 0 3 0 6 6 0 Cap, veh/h 411 3 368 0 1906 0 506 1186 0 Arrive On Green 0.24 0.24 0.24 0.00 0.54 0.00 0.06 0.65 0.00 Sat Flow, veh/h 1715 10 1535 0 3711 0 1725 1811 0 Grp Volume(v), veh/h 329 0 243 0 664 0 160 204 0 Grp Sat Flow(s),veh/h/ln 1725 0 1535 0 1763 0 1725 1811 0 Q Serve(g_s), s 17.0 0.0 13.6 0.0 10.1 0.0 3.7 4.2 0.0 Cycle Q Clear(g_c), s 17.0 0.0 13.6 0.0 10.1 0.0 3.7 4.2 0.0 Prop In Lane 0.99 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 414 0 368 0 1906 0 506 1186 0 V/C Ratio(X) 0.79 0.00 0.66 0.00 0.35 0.00 0.32 0.17 0.00 Avail Cap(c_a), veh/h 636 0 565 0 1906 0 618 1186 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 0.00 0.92 0.92 0.00 Uniform Delay (d), s/veh 33.9 0.0 32.6 0.0 12.3 0.0 8.4 6.4 0.0 Incr Delay (d2), s/veh 5.3 0.0 2.9 0.0 0.5 0.0 0.4 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.6 0.0 5.3 0.0 3.8 0.0 1.3 1.5 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.2 0.0 35.5 0.0 12.8 0.0 8.8 6.7 0.0 LnGrp LOS D A D A B A A A A Approach Vol, veh/h 572 664 364 Approach Delay, s/veh 37.6 12.8 7.6 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 27.8 67.2 10.8 56.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 35.0 50.0 12.0 33.0 Max Q Clear Time (g_c+I1), s 19.0 6.2 5.7 12.1 Green Ext Time (p_c), s 3.8 1.8 0.3 6.0 Intersection Summary HCM 6th Ctrl Delay 20.5 HCM 6th LOS C Queuing and Blocking Report 2020 With-Project - AM Peak Hour 03/04/2018 IRG Greenline - Building A and B SimTraffic Report TENW Page 1 Intersection: 6: Weyerhaeuser Way S & SR-18 EB Ramps Movement EB EB NB NB SB SB Directions Served LT R T T L T Maximum Queue (ft) 284 144 329 325 156 153 Average Queue (ft) 173 58 167 110 65 53 95th Queue (ft) 270 105 290 253 129 128 Link Distance (ft) 265 265 633 633 675 675 Upstream Blk Time (%) 1 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) LANE LEVEL OF SERVICE Lane Level of Service Site: 1 [2020 With Building A & B - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes South Northeast West Intersection LOS B B A B Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:13:02 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 1 [2020 With Building A & B - PM Peak Hour] IRG Greenline - Buildings A and B 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 761 0.4 1117 0.682 100 13.2 LOS B 9.9 248.1 Full 1600 0.0 0.0 Lane 2 183 0.4 1117 0.164 100 4.7 LOS A 0.7 17.6 Full 1600 0.0 0.0 Approach 945 0.4 0.682 11.6 LOS B 9.9 248.1 NorthEast: Weyerhaeuser Way S Lane 1 265 0.2 666 0.397 100 10.9 LOS B 2.0 49.1 Full 1600 0.0 0.0 Lane 2d 283 0.2 739 0.383 100 9.8 LOS A 1.8 46.0 Full 1600 0.0 0.0 Approach 548 0.2 0.397 10.3 LOS B 2.0 49.1 West: S 336th St Lane 1 254 0.7 1108 0.229 100 5.4 LOS A 1.0 26.1 Full 1600 0.0 0.0 Lane 2d 599 0.7 1108 0.541 100 9.7 LOS A 3.9 96.9 Full 1600 0.0 0.0 Approach 853 0.7 0.541 8.4 LOS A 3.9 96.9 Intersection 2346 0.5 0.682 10.1 LOS B 9.9 248.1 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 Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:13:02 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip7 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 265 44 936 675 18 Future Volume (vph) 0 265 44 936 675 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 235 75 Storage Lanes 0 1 1 1 Taper Length (ft) 25 25 Link Speed (mph) 25 35 35 Link Distance (ft) 612 485 298 Travel Time (s) 16.7 9.4 5.8 Confl. Peds. (#/hr) 2 2 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 0% 1% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Weyerhaeuser Way S & Weyerhaeuser Rd 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 265 44 936 675 18 Future Vol, veh/h 0 265 44 936 675 18 Conflicting Peds, #/hr 0 2 2 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 235 - - 75 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 1 1 1 1 Mvmt Flow 0 282 47 996 718 19 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 722 739 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.2 4.11 - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.3 2.209 - - - Pot Cap-1 Maneuver 0 430 872 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 429 871 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 28.1 0.4 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 871 - 429 - - HCM Lane V/C Ratio 0.054 - 0.657 - - HCM Control Delay (s) 9.4 - 28.1 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0.2 - 4.6 - - LANE LEVEL OF SERVICE Lane Level of Service Site: 3 [2020 With Buildings A & B - PM Peak Hour] IRG Greenline - Buildings A and B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. HCM Delay Formula option is used. Control Delay does not include Geometric Delay since Exclude Geometric Delay option applies. SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:38 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser LANE SUMMARY Site: 3 [2020 With Buildings A & B - PM Peak Hour] IRG Greenline - Buildings A and B 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 1 600 0.8 1149 0.522 100 9.1 LOS A 3.4 85.5 Full 1600 0.0 0.0 Lane 2d 638 0.8 1223 0.522 100 8.7 LOS A 3.3 84.1 Full 1600 0.0 0.0 Approach 1238 0.8 0.522 8.9 LOS A 3.4 85.5 NorthEast: 33rd Pl S Lane 1d 99 0.0 518 0.191 100 9.5 LOS A 0.7 16.5 Full 1600 0.0 0.0 Approach 99 0.0 0.191 9.5 LOS A 0.7 16.5 NorthWest: Weyerhaeuser Way S Lane 1 478 0.2 1071 0.447 100 8.3 LOS A 2.5 62.5 Full 1600 0.0 0.0 Lane 2d 512 0.2 1147 0.447 100 7.9 LOS A 2.5 61.6 Full 1600 0.0 0.0 Approach 991 0.2 0.447 8.1 LOS A 2.5 62.5 Intersection 2327 0.5 0.522 8.6 LOS A 3.4 85.5 Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. 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: 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 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Monday, March 5, 2018 7:23:38 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - PM Peak Hour - Weyerhaeuser Way S & 33rd Pl S Roundabout.sip7 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 85 0 0 171 27 858 23 12 1253 4 Future Volume (vph) 0 0 85 0 0 171 27 858 23 12 1253 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 240 350 204 0 Storage Lanes 0 1 0 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 25 25 35 35 Link Distance (ft) 162 144 476 527 Travel Time (s) 4.4 3.9 9.3 10.3 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 (%) 34% 34% 34% 0% 0% 0% 2% 2% 2% 1% 1% 1% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 4: Weyerhaeuser Way S & Site Access/S 341st St 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 85 0 0 171 27 858 23 12 1253 4 Future Vol, veh/h 0 0 85 0 0 171 27 858 23 12 1253 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 240 - 350 204 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 34 34 34 0 0 0 2 2 2 1 1 1 Mvmt Flow 0 0 88 0 0 176 28 885 24 12 1292 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 648 - - 443 1296 0 0 909 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.58 - - 6.9 4.14 - - 4.12 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.64 - - 3.3 2.22 - - 2.21 - - Pot Cap-1 Maneuver 0 0 344 0 0 568 531 - - 751 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 344 - - 568 531 - - 751 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19 14.2 0.4 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 531 - - 344 568 751 - - HCM Lane V/C Ratio 0.052 - - 0.255 0.31 0.016 - - HCM Control Delay (s) 12.2 - - 19 14.2 9.9 - - HCM Lane LOS B - - C B A - - HCM 95th %tile Q(veh) 0.2 - - 1 1.3 0.1 - - Queuing and Blocking Report 2020 With-Project - PM Peak Hour 03/04/2018 IRG Greenline - Building A and B SimTraffic Report TENW Page 1 Intersection: 4: Weyerhaeuser Way S & Site Access/S 341st St Movement EB WB NB SB SB SB Directions Served R R L L T TR Maximum Queue (ft) 152 96 39 149 538 544 Average Queue (ft) 114 48 8 12 454 466 95th Queue (ft) 146 83 30 80 704 681 Link Distance (ft) 116 84 499 499 Upstream Blk Time (%) 96 1 54 66 Queuing Penalty (veh) 0 0 0 0 Storage Bay Dist (ft) 240 204 Storage Blk Time (%)30 Queuing Penalty (veh)4 Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 521 57 581 176 325 0 0 960 375 Future Volume (vph) 0 0 0 521 57 581 176 325 0 0 960 375 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) 583 418 735 476 Travel Time (s) 13.3 9.5 14.3 9.3 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% 0% 0% 1% 1% 1% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 8 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 10.0 28.0 24.0 Total Split (s)37.0 37.0 37.0 15.0 58.0 43.0 Total Split (%) 38.9% 38.9% 38.9% 15.8% 61.1% 45.3% Yellow Time (s)4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lead-Lag Optimize?Yes Yes Recall Mode None None None None C-Min C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: Weyerhaeuser Way S & SR-18 WB Ramps HCM 6th Signalized Intersection Summary 5: Weyerhaeuser Way S & SR-18 WB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 521 57 581 176 325 0 0 960 375 Future Volume (veh/h) 0 0 0 521 57 581 176 325 0 0 960 375 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 1885 1885 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 537 59 599 181 335 0 0 990 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 1 1 1 3 3 0 0 3 3 Cap, veh/h 547 60 538 186 1967 0 0 1410 Arrive On Green 0.34 0.34 0.34 0.21 1.00 0.00 0.00 0.40 0.00 Sat Flow, veh/h 1625 179 1598 1767 3618 0 0 3711 0 Grp Volume(v), veh/h 596 0 599 181 335 0 0 990 0 Grp Sat Flow(s),veh/h/ln 1804 0 1598 1767 1763 0 0 1763 0 Q Serve(g_s), s 31.1 0.0 32.0 9.7 0.0 0.0 0.0 22.3 0.0 Cycle Q Clear(g_c), s 31.1 0.0 32.0 9.7 0.0 0.0 0.0 22.3 0.0 Prop In Lane 0.90 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 608 0 538 186 1967 0 0 1410 V/C Ratio(X)0.98 0.00 1.11 0.97 0.17 0.00 0.00 0.70 Avail Cap(c_a), veh/h 608 0 538 186 1967 0 0 1410 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 0.88 0.88 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 31.2 0.0 31.5 37.4 0.0 0.0 0.0 23.8 0.0 Incr Delay (d2), s/veh 31.6 0.0 73.6 54.1 0.2 0.0 0.0 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 18.3 0.0 22.9 6.4 0.0 0.0 0.0 9.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.8 0.0 105.1 91.5 0.2 0.0 0.0 26.7 0.0 LnGrp LOS E A F F A A A C Approach Vol, veh/h 1195 516 990 A Approach Delay, s/veh 84.0 32.2 26.7 Approach LOS F C C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 58.0 15.0 43.0 37.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 53.0 10.0 38.0 32.0 Max Q Clear Time (g_c+I1), s 2.0 11.7 24.3 34.0 Green Ext Time (p_c), s 3.4 0.0 7.3 0.0 Intersection Summary HCM 6th Ctrl Delay 53.1 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. Queuing and Blocking Report 2020 With-Project - PM Peak Hour 03/04/2018 IRG Greenline - Building A and B SimTraffic Report TENW Page 1 Intersection: 5: 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) 383 125 383 367 278 411 400 Average Queue (ft) 354 124 232 91 66 358 379 95th Queue (ft) 368 136 407 338 259 444 411 Link Distance (ft) 336 669 669 370 370 Upstream Blk Time (%) 57 2 0 17 41 Queuing Penalty (veh) 0 6 0 118 280 Storage Bay Dist (ft) 100 395 Storage Blk Time (%) 46 17 7 0 Queuing Penalty (veh) 278 98 12 0 Lanes, Volumes, Timings 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 119 22 593 0 0 0 0 382 0 539 941 0 Future Volume (vph) 119 22 593 0 0 0 0 382 0 539 941 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) 313 338 681 735 Travel Time (s) 7.1 7.7 13.3 14.3 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% 1% 1% 0% 0% 0% 2% 2% 2% 2% 2% 2% Shared Lane Traffic (%) Turn Type Split NA Perm NA pm+pt NA Protected Phases 2 2 8 7 4 Permitted Phases 2 4 Detector Phase 2 2 2 8 7 4 Switch Phase Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 Minimum Split (s) 35.0 35.0 35.0 22.0 12.0 26.0 Total Split (s) 37.0 37.0 37.0 26.0 32.0 58.0 Total Split (%) 38.9% 38.9% 38.9% 27.4% 33.7% 61.1% 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 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lag Lead Lead-Lag Optimize?Yes Yes Recall Mode None None None C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 95 Actuated Cycle Length: 95 Offset: 15 (16%), Referenced to phase 4:SBTL and 8:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 6: Weyerhaeuser Way S & SR-18 EB Ramps HCM 6th Signalized Intersection Summary 6: Weyerhaeuser Way S & SR-18 EB Ramps 03/05/2018 IRG Greenline - Buildings A and B Synchro 10 Report 2020 With Buildings A and B - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 119 22 593 0 0 0 0 382 0 539 941 0 Future Volume (veh/h) 119 22 593 0 0 0 0 382 0 539 941 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 1885 1885 0 1870 0 1870 1870 0 Adj Flow Rate, veh/h 124 23 618 0 398 0 561 980 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 1 1 1 0 2 0 2 2 0 Cap, veh/h 514 95 538 0 818 0 697 1043 0 Arrive On Green 0.34 0.34 0.34 0.00 0.23 0.00 0.55 1.00 0.00 Sat Flow, veh/h 1526 283 1598 0 3741 0 1781 1870 0 Grp Volume(v), veh/h 147 0 618 0 398 0 561 980 0 Grp Sat Flow(s),veh/h/ln 1809 0 1598 0 1777 0 1781 1870 0 Q Serve(g_s), s 5.6 0.0 32.0 0.0 9.2 0.0 23.8 0.0 0.0 Cycle Q Clear(g_c), s 5.6 0.0 32.0 0.0 9.2 0.0 23.8 0.0 0.0 Prop In Lane 0.84 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 609 0 538 0 818 0 697 1043 0 V/C Ratio(X) 0.24 0.00 1.15 0.00 0.49 0.00 0.80 0.94 0.00 Avail Cap(c_a), veh/h 609 0 538 0 818 0 713 1043 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 0.00 0.11 0.11 0.00 Uniform Delay (d), s/veh 22.7 0.0 31.5 0.0 31.7 0.0 10.7 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 86.7 0.0 2.1 0.0 0.8 2.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.0 24.8 0.0 4.1 0.0 4.2 0.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.0 0.0 118.2 0.0 33.8 0.0 11.5 2.7 0.0 LnGrp LOS C A F A C A B A A Approach Vol, veh/h 765 398 1541 Approach Delay, s/veh 99.9 33.8 5.9 Approach LOS F C A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 37.0 58.0 31.1 26.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 32.0 53.0 27.0 21.0 Max Q Clear Time (g_c+I1), s 34.0 2.0 25.8 11.2 Green Ext Time (p_c), s 0.0 16.0 0.4 2.3 Intersection Summary HCM 6th Ctrl Delay 36.6 HCM 6th LOS D Queuing and Blocking Report 2020 With-Project - PM Peak Hour 03/04/2018 IRG Greenline - Building A and B SimTraffic Report TENW Page 1 Intersection: 6: Weyerhaeuser Way S & SR-18 EB Ramps Movement EB EB NB NB SB SB Directions Served LT R T T L T Maximum Queue (ft) 280 311 287 227 366 691 Average Queue (ft) 148 281 162 89 212 330 95th Queue (ft) 324 296 246 197 327 548 Link Distance (ft) 265 265 633 633 669 669 Upstream Blk Time (%) 6 65 0 Queuing Penalty (veh) 0 0 1 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA Appendix C Trip Generation Calculations ITELand UseUnits 1LUC 2In OutTrip Rate 2In Out TotalTruck Trip Percentage 2Enter Exit Total Enter Exit Total DailyProposed Use:Warehouse225,950 GFA15050%50%eqn49749799420%99100199398397795Net New Daily Trips = 497 497 994 99 100 199 398 397 795AM Peak HourProposed Use:Warehouse225,950 GFA15079%21%eqn1022712920%215268122103Net New AM Peak Hour Trips = 102 27 129 21 5 26 81 22 103PM Peak HourProposed Use:Warehouse225,950 GFA15025%75%eqn257510020%51520206080Net New PM Peak Hour Trips = 25 75 100 5 15 20 20 60 80Notes:2 Land Use Code and trip rates based on ITE Trip Generation Manual, 9th Edition, 2012.1 GFA = Gross Floor Area.IRG Greenline - Building ATrip Generation SummaryDirectional DistributionTrips GeneratedTruck Trip GenerationNon-Truck Trip 3/5/2018 ITELand UseUnits 1LUC 2In OutTrip Rate 2In Out TotalTruck Trip Percentage 2Enter Exit Total Enter Exit Total DailyProposed Use:Warehouse215,350 GFA15050%50%eqn47747795420%9596191382381763Net New Daily Trips = 477 477 954 95 96 191 382 381 763AM Peak HourProposed Use:Warehouse215,350 GFA15079%21%eqn1002612620%205258021101Net New AM Peak Hour Trips = 100 26 126 20 5 25 80 21 101PM Peak HourProposed Use:Warehouse215,350 GFA15025%75%eqn24739720%51419195978Net New PM Peak Hour Trips = 24 73 97 5 14 19 19 59 78Notes:2 Land Use Code and trip rates based on ITE Trip Generation Manual, 9th Edition, 2012.1 GFA = Gross Floor Area.Non-Truck Trip Truck Trip GenerationIRG Greenline - Building BTrip Generation SummaryDirectional DistributionTrips Generated3/5/2018 Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA Appendix D City’s EMME/2 Traffic Model Distribution Plot Transportation Impact Study IRG Greenline Buildings A+B – Federal Way, WA Appendix E Proposed Channelization on Weyerhaeuser Way S