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011 Traffic Impact Analysis TENW Transportation Engineering NorthWest Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 MEMORANDUM DATE: September 1, 2017 TO: Rick Perez / Sarady Long City of Federal Way FROM: Jeff Schramm / Curtis Chin, P.E. TENW SUBJECT: Traffic Impact Analysis for the proposed IRG Warehouse B – Federal Way TENW Project #5219 This memorandum summarizes the traffic impact analysis conducted for the proposed IRG Warehouse B industrial development. This document includes a project description, trip generation estimate, trip distribution and assignment, traffic volumes, and Level of Service analyses at the adjacent intersections. Project Description The project site is located on the west side of Weyerhaeuser Way S, north of SR-18, and south of the proposed IRG Warehouse A development. A vicinity map of the surrounding area is shown in Figure 1. The project includes the development of up to 215,365 square feet of warehouse building area on a site that is currently vacant. Vehicle access is proposed at five locations; four via the existing Loop Road that connects to Weyerhaeuser Way S to the north and a shared access with Warehouse A on Weyerhaeuser Way S via a new driveway 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; all trucks will use the shared access driveway on Weyerhaeuser Way S. Project buildout is expected in 2018. A preliminary site plan concept is shown in Figure 2. Trip Generation The trip generation estimate for the proposed IRG Warehouse B industrial development was based methodology documented in the Institute of Transportation Engineers (ITE) Trip Generation Manual 9th edition for LUC 150 (Warehousing). Table 1 summarizes the total trip generation estimate. A detailed trip generation calculation can be found in Attachment A. Table 1 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 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 Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 2 Figure 1 – Vicinity Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 3 Figure 2 – Site Plan Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 4 As shown in Table 1, IRG Warehouse B is estimated to generate 954 new weekday daily trips with 129 new trips during the weekday AM peak hour (100 in, 26 out) and 97 new trips during the weekday PM peak hour (24 in, 73 out). Traffic Volumes Weekday AM and PM peak hour traffic volumes at the six study intersection were conducted in 2016 and 2017. The existing count data sheets are included in Attachment B. Consistent with other projects in the area, a 4 percent growth rate was applied to the 2016 counts to estimate 2017 existing volumes. The existing AM and PM peak hour traffic volumes at the study intersections are shown in Figure 3 and Figure 4. 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. Based on the existing traffic counts, there were 3 westbound left turning vehicles during the AM peak hour and 23 vehicles during the PM peak hour. For the level of service (LOS) analysis, these vehicles were re-assigned as westbound right-turning vehicles onto Weyerhaeuser Way S to the north and as legal U-turns at the Weyerhaeuser Way S / 33rd Place S existing roundabout. The existing northbound U-turns on Weyerhaeuser Way S at the S 341st Street private driveway were also re-assigned as northbound U-turns at the Weyerhaeuser Way S / 33rd Place S existing roundabout. The southbound U-turns on Weyerhaeuser Way S were included in the southbound left-turn volume. Project-generated traffic for Warehouse B at the adjacent study intersections and site access locations was assigned based on existing and anticipated travel patterns in the vicinity area. The distribution of non-truck project trips generated by the proposed IRG Warehouse B industrial development was based on EMME/2 traffic model distribution plots (provided by the City) consistent with the IRG Warehouse A analysis. 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. The assignment of AM and PM peak hour trips generated by the proposed IRG Warehouse B industrial development at the six study intersections is shown graphically in Figure 5 and Figure 6. The EMME/2 traffic model distribution plots are included in Attachment C. Future 2018 traffic volumes at the study intersections were estimated by applying a 4 percent annual growth rate to the existing counts to estimate future year 2018 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: · IRG Warehouse A · Office buildings on the east side of Weyerhaeuser Way S (assuming full occupancy) Future without-project traffic volumes during the AM and PM peak hours are shown in Figure 7 and Figure 8. Future AM and PM peak hour traffic volumes with the IRG Warehouse B industrial development were derived by adding the project trip assignment (shown in Figure 5 and Figure 6) at the study intersections to the without- project traffic volumes (shown in Figure 7 and Figure 8). Figure 9 and Figure 10 illustrates the future AM and PM peak hour with-project traffic volumes. Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 5 Figure 3 – 2017 Existing AM Traffic Volumes Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 6 Figure 4 – 2017 Existing PM Peak Hour Volumes Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 7 Figure 5 – AM Peak Hour Project Trip Assignment Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 8 Figure 6 – PM Peak Hour Project Trip Assignment Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 9 Figure 7 – 2018 Without-Project AM Peak Hour Traffic Volumes Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 10 Figure 8: 2018 Without-Project PM Peak Hour Traffic Volumes Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 11 Figure 9: 2018 With-Project AM Peak Hour Traffic Volumes Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 12 Figure 10: 2018 With-Project PM Peak Hour Traffic Volumes Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 13 Level of Service Analysis Future 2018 weekday AM and PM peak hour level of service (LOS) analyses were conducted at the six study intersections based on methodologies and procedures outlined in the latest Highway Capacity Manual (6th Edition). The LOS methodology is described in Attachment D. The Synchro Version 10 software package was used to determine LOS results for stop controlled and signalized intersections. The Sidra 6.1 software was used to determine LOS results at the roundabouts. Tables 2 and 3 summarize the AM and PM peak hour LOS analysis results at the study intersections. The detailed LOS calculation sheets are included in Attachment D. Heavy vehicle percentages were adjusted to account for the anticipated increase in truck trips from the proposed IRG Warehouse A and Warehouse B developments at the shared site access driveway. Table 2 Existing Weekday AM and PM Peak Hour LOS Summary 2017 Existing Study Intersection/Movement LOS Delay (sec) v/c1 AM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St A 6.0 0.22 3. Weyerhaeuser Way S / 33rd Pl S A 3.4 0.29 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 / Truck Site Access 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 7.7 0.46 3. Weyerhaeuser Way S / 33rd Pl S A 4.0 0.37 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 / Truck Site Access 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. Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 14 Table 3 Future Weekday AM and PM Peak Hour LOS Summary 2018 Without-Project 2018 With-Project 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 6.4 0.24 A 6.5 0.24 3. Weyerhaeuser Way S / 33rd Pl S A 3.9 0.34 A 3.9 0.33 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 8.5 0.08 A 8.5 0.06 Eastbound Right-Turn B 10.8 0.05 B 10.8 0.04 4. Weyerhaeuser Way / S 341st St / Truck Access Northbound Left-Turn A 9.8 0.03 A 9.0 0.12 Eastbound Right-Turn B 10.7 0.01 A 9.8 0.05 Westbound Right-Turn B 11.8 0.06 B 11.7 0.06 Southbound Left-Turn B 11.0 0.13 B 10.9 0.13 Signalized 5. Weyerhaeuser Way S / SR-18 WB Ramps C 32.8 0.96 D 39.0 1.04 6. Weyerhaeuser Way S / SR-18 EB Ramps B 17.9 0.77 B 18.4 0.76 PM Peak Hour Roundabout 1. Weyerhaeuser Way S / S 336th St A 8.2 0.53 A 8.2 0.53 3. Weyerhaeuser Way S / 33rd Pl S A 5.0 0.51 A 5.1 0.51 Stop Controlled 2. Weyerhaeuser Way S / Weyerhaeuser Rd Northbound Left-Turn A 9.0 0.02 A 9.0 0.02 Eastbound Right-Turn B 14.2 0.16 B 14.7 0.21 4. Weyerhaeuser Way / S 341st St / Truck Access Northbound Left-Turn C 18.5 0.02 B 14.9 0.05 Eastbound Right-Turn C 18.1 0.05 C 16.7 0.16 Westbound Right-Turn B 13.9 0.30 B 13.9 0.30 Southbound Left-Turn A 9.7 0.02 A 9.8 0.02 Signalized 5. Weyerhaeuser Way S / SR-18 WB Ramps D 52.6 1.01 D 53.6 1.11 6. Weyerhaeuser Way S / SR-18 EB Ramps D 37.1 1.05 D 37.6 1.05 1. V/c shown at signalized intersections is the max v/c ratio for all lane groups. As shown in Tables 2 and 3, all study intersections are anticipated to operate at acceptable levels (LOS D or better) in 2018 with the proposed IRG Warehouse B industrial 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 2018 with the proposed IRG Warehouse B industrial development during both the AM and PM peak hours. Traffic Impact Analysis IRG Warehouse B TENW September 1, 2017 Page 15 Queue Analysis Future weekday AM and PM queuing analyses with the proposed IRG Warehouse B industrial development were conducted along Weyerhaeuser Way S at the SR-18 ramp intersections and at the proposed shared site access location aligned with the S 341st Street private drive. An average of five SimTraffic simulations were used as requested by the City and WSDOT. A summary of the analysis results is shown below in Table 4. As shown in Table 4, all turning movements at the site access location on Weyerhaeuser Way S are anticipated to have a 95th-percentile queue of no more than 100 feet during the AM and PM peak hours with exception of the eastbound right-turn during the PM peak hour which is anticipated to be 175 feet. 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 the 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.If you have any questions regarding the information presented in this assessment, please feel free to contact me at (425) 250-0581 or schramm@tenw.com. cc: Tom Messmer – IRG Eric LaBrie, ESM Consulting Engineers Jeff Haynie, P.E. – TENW Principal Attachments: A. Trip Generation Calculations B. Existing Traffic Count Data C. CityÊs EMME/2 Traffic Model Distribution Plot D. LOS Methodology & Calculations Table 4 AM and PM Peak Hour Queue Summary AM Peak Hour PM Peak Hour Study Intersection/Movement Storage (feet) Existing 2018 With- Project Existing 2018 With- Project Weyerhaeuser Way S / S 341st St / Site Access Northbound Left-Turn 240’ - 100’ - 50’ Eastbound Approach (Right-Turn Only) - - 75’ - 175’ 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’ 275’ 375’ 375’ Westbound Right-Turn 85’ 125’ 150’ 150’ 150’ Northbound Left-Turn 395’ 300’ 300’ 175’ 200’ Weyerhaeuser Way S / SR-18 EB Ramps Eastbound Left-Turn 500’+ 125’ 225’ 250’ 275’ Eastbound Right-Turn 430’ 100’ 125’ 325’ 325’ Southbound Left-Turn 520’ 75’ 125’ 200’ 450’ Note: all queues represent 95th percentile queues Traffic Impact Analysis IRG Warehouse B ATTACHMENT A Trip Generation Calculations ITE Land Use Units 1 LUC 2 In Out Trip Rate 2 In Out Total Truck Trip Percentage 2 Enter Exit Total Enter Exit Total Daily Proposed Use: Warehouse 215,350 GFA 150 50%50%eqn 477 477 954 20%95 96 191 382 381 763 Net New Daily Trips = 477 477 954 95 96 191 382 381 763 AM Peak Hour Proposed Use: Warehouse 215,350 GFA 150 79%21%eqn 100 26 126 20%20 5 25 80 21 101 Net New AM Peak Hour Trips = 100 26 126 20 5 25 80 21 101 PM Peak Hour Proposed Use: Warehouse 215,350 GFA 150 25%75%eqn 24 73 97 20%5 14 19 19 59 78 Net New PM Peak Hour Trips = 24 73 97 5 14 19 19 59 78 Notes: 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 Generation IRG Federal Way Warehouse B Trip Generation Summary Directional Distribution Trips Generated 8/30/2017 Traffic Impact Analysis IRG Warehouse B ATTACHMENT B Existing 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 Traffic Impact Analysis IRG Warehouse B ATTACHMENT C City’s EMME/2 Traffic Model Distribution Plot Traffic Impact Analysis IRG Warehouse B ATTACHMENT D LOS Methodology & Calculations Traffic Impact Analysis IRG Warehouse B Level of Service Methodology Level of service calculations for intersections were based on methodology and procedures outlined in the 2016 update of the Highway Capacity Manual, Transportation Research Board (HCM 6th Edition) using Synchro 10 and Sidra 6.1 traffic analysis software. 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 D1 outlines the current HCM 6th Edition LOS criteria for signalized and stop-controlled intersections based on these methodologies. Table D1 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, Transportation Research Board, 2016. 2 For approach-based and intersection-wide assessments at signals, LOS is defined solely by control delay. 3 For two-way stop controlled intersections, the LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole at two-way stop controlled intersections. For approach-based and intersection-wide assessments at all-way stop controlled intersections, LOS is solely defined by control delay. LEVEL OF SERVICE Site: 2017 Existing - AM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:47:21 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.sip6 MOVEMENT SUMMARY Site: 2017 Existing - AM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Weyerhaeuser Way S 3 L2 334 0.2 0.217 9.2 LOS A 1.2 29.9 0.27 0.59 32.2 18a R1 206 0.2 0.160 1.9 LOS A 0.8 20.5 0.27 0.26 34.6 Approach 539 0.2 0.217 6.4 LOS A 1.2 29.9 0.27 0.46 33.1 NorthEast: Weyerhaeuser Way S 1ux U 1 1.7 0.089 14.5 LOS B 0.4 9.0 0.42 0.67 36.0 1ax L1 72 1.7 0.089 10.5 LOS B 0.4 9.0 0.42 0.67 34.6 16ax R1 197 1.7 0.174 3.6 LOS A 0.8 20.2 0.41 0.44 37.8 Approach 270 1.7 0.174 5.5 LOS A 0.8 20.2 0.41 0.50 36.9 West: S 336th St 5a L1 113 1.6 0.087 9.1 LOS A 0.4 11.1 0.22 0.58 35.2 12 R2 179 1.6 0.115 3.8 LOS A 0.6 15.6 0.21 0.42 36.8 Approach 292 1.6 0.115 5.9 LOS A 0.6 15.6 0.21 0.48 36.1 All Vehicles 1101 0.9 0.217 6.0 LOS A 1.2 29.9 0.29 0.48 34.7 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:47:21 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.sip6 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 - - LEVEL OF SERVICE Site: 2017 Existing - AM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:41:05 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.sip6 MOVEMENT SUMMARY Site: 2017 Existing - AM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph SouthEast: Weyerhaeuser Way S 1u U 6 0.3 0.287 10.4 LOS B 1.3 33.6 0.05 0.35 34.7 6 T1 699 0.3 0.287 3.1 LOS A 1.3 33.6 0.05 0.35 33.9 16 R2 30 0.3 0.287 3.6 LOS A 1.3 33.6 0.05 0.35 32.9 Approach 735 0.3 0.287 3.2 LOS A 1.3 33.6 0.05 0.35 33.9 NorthEast: 33rd Pl S 7 L2 35 1.6 0.094 8.1 LOS A 0.3 7.8 0.48 0.67 24.5 14 R2 33 1.6 0.094 4.0 LOS A 0.3 7.8 0.48 0.67 23.6 Approach 69 1.6 0.094 6.1 LOS A 0.3 7.8 0.48 0.67 24.0 NorthWest: Weyerhaeuser Way S 5u U 3 1.5 0.095 10.5 LOS B 0.4 10.0 0.14 0.37 34.3 5 L2 2 1.5 0.095 8.5 LOS A 0.4 10.0 0.14 0.37 33.6 2 T1 227 1.5 0.095 3.2 LOS A 0.4 10.0 0.14 0.36 33.6 Approach 232 1.5 0.095 3.4 LOS A 0.4 10.0 0.14 0.36 33.6 All Vehicles 1037 0.7 0.287 3.4 LOS A 1.3 33.6 0.09 0.37 32.9 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:41:05 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.sip6 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 341st St 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 LEVEL OF SERVICE Site: 2017 Existing - PM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:52:12 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.sip6 MOVEMENT SUMMARY Site: 2017 Existing - PM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Weyerhaeuser Way S 3 L2 648 0.5 0.462 9.9 LOS A 3.5 86.8 0.52 0.65 31.7 18a R1 144 0.5 0.153 2.8 LOS A 0.8 19.9 0.44 0.39 34.1 Approach 792 0.5 0.462 8.6 LOS A 3.5 86.8 0.50 0.60 32.1 NorthEast: Weyerhaeuser Way S 1ux U 1 0.2 0.288 16.2 LOS B 1.6 41.3 0.68 0.82 35.5 1ax L1 226 0.2 0.288 12.1 LOS B 1.6 41.3 0.68 0.82 34.0 16ax R1 266 0.2 0.301 5.5 LOS A 1.8 45.5 0.69 0.66 36.8 Approach 493 0.2 0.301 8.5 LOS A 1.8 45.5 0.69 0.73 35.4 West: S 336th St 5u U 1 0.7 0.217 14.0 LOS B 1.3 32.1 0.46 0.64 36.1 5a L1 233 0.7 0.217 10.0 LOS A 1.3 32.1 0.46 0.64 34.5 12 R2 516 0.7 0.372 4.6 LOS A 2.7 67.3 0.49 0.53 36.0 Approach 750 0.7 0.372 6.3 LOS A 2.7 67.3 0.48 0.57 35.5 All Vehicles 2034 0.5 0.462 7.7 LOS A 3.5 86.8 0.54 0.62 34.0 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:52:12 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.sip6 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 - - LEVEL OF SERVICE Site: 2017 Existing - PM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:40:39 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.sip6 MOVEMENT SUMMARY Site: 2017 Existing - PM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph SouthEast: Weyerhaeuser Way S 1u U 58 0.8 0.374 10.7 LOS B 2.0 49.9 0.21 0.42 33.8 6 T1 768 0.8 0.374 3.4 LOS A 2.0 49.9 0.21 0.41 33.2 16 R2 87 0.8 0.374 3.9 LOS A 2.0 49.9 0.21 0.39 32.5 Approach 914 0.8 0.374 3.9 LOS A 2.0 49.9 0.21 0.40 33.2 NorthEast: 33rd Pl S 7 L2 24 0.0 0.106 8.5 LOS A 0.4 9.3 0.53 0.69 24.5 14 R2 48 0.0 0.106 4.4 LOS A 0.4 9.3 0.53 0.69 23.7 Approach 73 0.0 0.106 5.8 LOS A 0.4 9.3 0.53 0.69 24.0 NorthWest: Weyerhaeuser Way S 5u U 11 0.2 0.256 10.7 LOS B 1.2 28.9 0.21 0.44 33.8 5 L2 51 0.2 0.256 8.7 LOS A 1.2 28.9 0.21 0.44 33.1 2 T1 559 0.2 0.256 3.4 LOS A 1.2 28.9 0.21 0.41 33.2 Approach 620 0.2 0.256 4.0 LOS A 1.2 28.9 0.21 0.41 33.2 All Vehicles 1606 0.5 0.374 4.0 LOS A 2.0 49.9 0.23 0.42 32.6 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:40:39 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.sip6 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & S 341st St 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 08/30/2017 IRG Federal Way - Warehouse 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 LEVEL OF SERVICE Site: 2018 Baseline - AM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:48:00 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.sip6 MOVEMENT SUMMARY Site: 2018 Baseline - AM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Weyerhaeuser Way S 3 L2 361 0.2 0.236 9.2 LOS A 1.4 34.4 0.29 0.59 32.2 18a R1 218 0.2 0.172 1.9 LOS A 0.9 22.9 0.29 0.27 34.6 Approach 579 0.2 0.236 6.4 LOS A 1.4 34.4 0.29 0.47 33.0 NorthEast: Weyerhaeuser Way S 1ux U 1 1.2 0.164 14.3 LOS B 0.7 18.7 0.44 0.68 36.1 1ax L1 166 1.2 0.164 10.2 LOS B 0.7 18.7 0.44 0.68 34.6 16ax R1 204 1.2 0.183 3.7 LOS A 0.9 21.7 0.43 0.45 37.7 Approach 372 1.2 0.183 6.7 LOS A 0.9 21.7 0.44 0.55 36.2 West: S 336th St 5a L1 118 1.4 0.099 9.5 LOS A 0.5 12.8 0.34 0.60 34.8 12 R2 203 1.4 0.140 4.1 LOS A 0.8 19.4 0.33 0.46 36.5 Approach 321 1.4 0.140 6.1 LOS A 0.8 19.4 0.33 0.51 35.8 All Vehicles 1272 0.8 0.236 6.4 LOS A 1.4 34.4 0.34 0.50 34.6 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:48:00 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.sip6 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 25 66 720 297 25 Future Volume (vph) 0 25 66 720 297 25 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% 4% 4% 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - AM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 25 66 720 297 25 Future Vol, veh/h 0 25 66 720 297 25 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 4 4 Mvmt Flow 0 33 88 960 396 33 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 396 429 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 0 658 1125 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 658 1125 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 10.8 0.7 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1125 - 658 - - HCM Lane V/C Ratio 0.078 - 0.051 - - HCM Control Delay (s) 8.5 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.3 - 0.2 - - LEVEL OF SERVICE Site: 2018 Baseline - AM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:41:07 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.sip6 MOVEMENT SUMMARY Site: 2018 Baseline - AM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph SouthEast: Weyerhaeuser Way S 1u U 33 0.3 0.338 10.4 LOS B 1.8 43.9 0.09 0.38 34.4 6 T1 789 0.3 0.338 3.1 LOS A 1.8 43.9 0.09 0.36 33.7 16 R2 35 0.3 0.338 3.6 LOS A 1.8 43.9 0.09 0.35 32.8 Approach 858 0.3 0.338 3.4 LOS A 1.8 43.9 0.09 0.36 33.7 NorthEast: 33rd Pl S 7 L2 78 0.9 0.179 8.6 LOS A 0.6 15.7 0.53 0.75 24.2 14 R2 46 0.9 0.179 4.6 LOS A 0.6 15.7 0.53 0.75 23.4 Approach 125 0.9 0.179 7.1 LOS A 0.6 15.7 0.53 0.75 23.9 NorthWest: Weyerhaeuser Way S 5u U 10 0.9 0.148 10.8 LOS B 0.6 16.1 0.24 0.42 33.9 5 L2 4 0.9 0.148 8.7 LOS A 0.6 16.1 0.24 0.42 33.2 2 T1 332 0.9 0.148 3.5 LOS A 0.6 16.1 0.24 0.40 33.2 Approach 346 0.9 0.148 3.8 LOS A 0.6 16.1 0.24 0.40 33.3 All Vehicles 1329 0.5 0.338 3.9 LOS A 1.8 43.9 0.17 0.41 32.3 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:41:07 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.sip6 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 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 5 0 0 28 21 749 126 79 261 0 Future Volume (vph) 0 0 5 0 0 28 21 749 126 79 261 0 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 (%) 100% 100% 100% 0% 0% 0% 100% 3% 3% 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - AM Peak Hour Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 5 0 0 28 21 749 126 79 261 0 Future Vol, veh/h 0 0 5 0 0 28 21 749 126 79 261 0 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, % 100 100 100 0 0 0 100 3 3 1 1 1 Mvmt Flow 0 0 6 0 0 32 24 851 143 90 297 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 149 - - 443 297 0 0 1004 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 8.9 - - 6.9 6.1 - - 4.12 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 4.3 - - 3.3 3.2 - - 2.21 - - Pot Cap-1 Maneuver 0 0 632 0 0 568 774 - - 692 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 632 - - 560 774 - - 686 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 11.8 0.2 2.6 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 774 - - 632 560 686 - - HCM Lane V/C Ratio 0.031 - - 0.009 0.057 0.131 - - HCM Control Delay (s) 9.8 - - 10.7 11.8 11 - - HCM Lane LOS A - - B B B - - HCM 95th %tile Q(veh) 0.1 - - 0 0.2 0.4 - - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 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 0 124 4 444 255 454 0 0 201 64 Future Volume (vph) 0 0 0 124 4 444 255 454 0 0 201 64 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 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 0 124 4 444 255 454 0 0 201 64 Future Volume (veh/h) 0 0 0 124 4 444 255 454 0 0 201 64 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 138 4 493 283 504 0 0 223 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 16 511 314 2020 0 0 1196 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 1720 50 1567 1781 3647 0 0 3711 0 Grp Volume(v), veh/h 142 0 493 283 504 0 0 223 0 Grp Sat Flow(s),veh/h/ln 1770 0 1567 1781 1777 0 0 1763 0 Q Serve(g_s), s 5.6 0.0 29.4 14.3 0.0 0.0 0.0 4.2 0.0 Cycle Q Clear(g_c), s 5.6 0.0 29.4 14.3 0.0 0.0 0.0 4.2 0.0 Prop In Lane 0.97 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 577 0 511 314 2020 0 0 1196 V/C Ratio(X)0.25 0.00 0.96 0.90 0.25 0.00 0.00 0.19 Avail Cap(c_a), veh/h 577 0 511 375 2020 0 0 1196 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 23.4 0.0 31.5 29.9 0.0 0.0 0.0 22.1 0.0 Incr Delay (d2), s/veh 0.3 0.0 30.9 22.0 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 15.1 6.7 0.1 0.0 0.0 1.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.8 0.0 62.4 52.0 0.3 0.0 0.0 22.5 0.0 LnGrp LOS C A E D A A A C Approach Vol, veh/h 635 787 223 A Approach Delay, s/veh 53.7 18.9 22.5 Approach LOS D B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 21.8 37.2 36.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 20.0 29.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 16.3 6.2 31.4 Green Ext Time (p_c), s 5.4 0.5 1.8 0.0 Intersection Summary HCM 6th Ctrl Delay 32.8 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 196 2 216 0 0 0 0 553 0 121 177 0 Future Volume (vph) 196 2 216 0 0 0 0 553 0 121 177 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 196 2 216 0 0 0 0 553 0 121 177 0 Future Volume (veh/h) 196 2 216 0 0 0 0 553 0 121 177 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 220 2 243 0 621 0 136 199 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 353 3 317 0 2094 0 562 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 1752 16 1572 0 3741 0 1753 1841 0 Grp Volume(v), veh/h 222 0 243 0 621 0 136 199 0 Grp Sat Flow(s),veh/h/ln 1768 0 1572 0 1777 0 1753 1841 0 Q Serve(g_s), s 10.9 0.0 13.9 0.0 8.3 0.0 2.8 0.0 0.0 Cycle Q Clear(g_c), s 10.9 0.0 13.9 0.0 8.3 0.0 2.8 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 357 0 317 0 2094 0 562 1276 0 V/C Ratio(X) 0.62 0.00 0.77 0.00 0.30 0.00 0.24 0.16 0.00 Avail Cap(c_a), veh/h 744 0 662 0 2094 0 565 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 0.99 0.99 0.00 Uniform Delay (d), s/veh 34.6 0.0 35.8 0.0 9.7 0.0 6.2 0.0 0.0 Incr Delay (d2), s/veh 2.5 0.0 5.4 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 4.9 0.0 5.7 0.0 3.0 0.0 0.8 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.1 0.0 41.3 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 465 621 335 Approach Delay, s/veh 39.3 10.1 2.8 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 24.2 70.8 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 15.9 2.0 4.8 10.3 Green Ext Time (p_c), s 3.3 1.7 0.0 6.0 Intersection Summary HCM 6th Ctrl Delay 17.9 HCM 6th LOS B LEVEL OF SERVICE Site: 2018 Baseline - PM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:52:44 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.sip6 MOVEMENT SUMMARY Site: 2018 Baseline - PM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Weyerhaeuser Way S 3 L2 733 0.5 0.531 10.1 LOS B 4.4 111.2 0.58 0.66 31.5 18a R1 170 0.5 0.185 3.0 LOS A 1.0 25.5 0.47 0.42 34.0 Approach 903 0.5 0.531 8.8 LOS A 4.4 111.2 0.56 0.61 31.9 NorthEast: Weyerhaeuser Way S 1ux U 1 0.2 0.360 17.2 LOS B 2.3 56.9 0.78 0.88 35.1 1ax L1 252 0.2 0.360 13.2 LOS B 2.3 56.9 0.78 0.88 33.6 16ax R1 276 0.2 0.351 6.4 LOS A 2.3 58.0 0.78 0.77 36.5 Approach 529 0.2 0.360 9.6 LOS A 2.3 58.0 0.78 0.82 35.0 West: S 336th St 5u U 1 0.7 0.235 14.2 LOS B 1.5 36.6 0.51 0.66 35.9 5a L1 243 0.7 0.235 10.2 LOS B 1.5 36.6 0.51 0.66 34.4 12 R2 540 0.7 0.402 4.8 LOS A 3.1 77.8 0.55 0.56 35.9 Approach 783 0.7 0.402 6.5 LOS A 3.1 77.8 0.54 0.59 35.4 All Vehicles 2216 0.5 0.531 8.2 LOS A 4.4 111.2 0.61 0.66 33.8 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:52:44 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.sip6 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 71 16 893 616 9 Future Volume (vph) 0 71 16 893 616 9 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - PM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 71 16 893 616 9 Future Vol, veh/h 0 71 16 893 616 9 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 76 17 950 655 10 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 659 667 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 0 467 927 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 465 925 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 14.2 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 925 - 465 - - HCM Lane V/C Ratio 0.018 - 0.162 - - HCM Control Delay (s) 9 - 14.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.6 - - LEVEL OF SERVICE Site: 2018 Baseline - PM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:40:37 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.sip6 MOVEMENT SUMMARY Site: 2018 Baseline - PM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph SouthEast: Weyerhaeuser Way S 1u U 211 0.6 0.506 10.9 LOS B 3.4 85.4 0.33 0.52 32.9 6 T1 875 0.6 0.506 3.6 LOS A 3.4 85.4 0.33 0.47 32.7 16 R2 120 0.6 0.506 4.1 LOS A 3.4 85.4 0.33 0.42 32.2 Approach 1205 0.6 0.506 5.0 LOS A 3.4 85.4 0.33 0.47 32.7 NorthEast: 33rd Pl S 7 L2 34 0.0 0.150 9.5 LOS A 0.6 14.0 0.62 0.77 24.2 14 R2 54 0.0 0.150 5.4 LOS A 0.6 14.0 0.62 0.77 23.4 Approach 87 0.0 0.150 7.0 LOS A 0.6 14.0 0.62 0.77 23.7 NorthWest: Weyerhaeuser Way S 5u U 28 0.1 0.335 11.5 LOS B 1.7 42.6 0.42 0.55 33.1 5 L2 60 0.1 0.335 9.5 LOS A 1.7 42.6 0.42 0.55 32.4 2 T1 636 0.1 0.335 4.2 LOS A 1.7 42.6 0.42 0.51 32.6 Approach 724 0.1 0.335 5.0 LOS A 1.7 42.6 0.42 0.52 32.6 All Vehicles 2017 0.4 0.506 5.0 LOS A 3.4 85.4 0.37 0.50 32.1 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:40:37 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.sip6 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 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 15 0 0 171 5 828 23 12 1074 0 Future Volume (vph) 0 0 15 0 0 171 5 828 23 12 1074 0 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 (%) 0% 0% 100% 0% 0% 0% 100% 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - PM 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 15 0 0 171 5 828 23 12 1074 0 Future Vol, veh/h 0 0 15 0 0 171 5 828 23 12 1074 0 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, % 0 0 100 0 0 0 100 1 1 1 1 1 Mvmt Flow 0 0 15 0 0 176 5 854 24 12 1107 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 554 - - 427 1107 0 0 878 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 8.9 - - 6.9 6.1 - - 4.12 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 4.3 - - 3.3 3.2 - - 2.21 - - Pot Cap-1 Maneuver 0 0 291 0 0 582 271 - - 771 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 291 - - 582 271 - - 771 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.1 13.9 0.1 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 271 - - 291 582 771 - - HCM Lane V/C Ratio 0.019 - - 0.053 0.303 0.016 - - HCM Control Delay (s) 18.5 - - 18.1 13.9 9.7 - - HCM Lane LOS C - - C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 1.3 0 - - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 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 0 520 57 557 176 296 0 0 831 256 Future Volume (vph) 0 0 0 520 57 557 176 296 0 0 831 256 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% 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 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 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 0 520 57 557 176 296 0 0 831 256 Future Volume (veh/h) 0 0 0 520 57 557 176 296 0 0 831 256 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 1870 1870 Adj Flow Rate, veh/h 536 59 574 181 305 0 0 857 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 2 2 Cap, veh/h 530 58 521 213 2020 0 0 1408 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 3741 0 Grp Volume(v), veh/h 595 0 574 181 305 0 0 857 0 Grp Sat Flow(s),veh/h/ln 1804 0 1598 1781 1777 0 0 1777 0 Q Serve(g_s), s 31.0 0.0 31.0 9.2 0.0 0.0 0.0 18.2 0.0 Cycle Q Clear(g_c), s 31.0 0.0 31.0 9.2 0.0 0.0 0.0 18.2 0.0 Prop In Lane 0.90 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 589 0 521 213 2020 0 0 1408 V/C Ratio(X)1.01 0.00 1.10 0.85 0.15 0.00 0.00 0.61 Avail Cap(c_a), veh/h 589 0 521 281 2020 0 0 1408 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 32.0 0.0 32.0 35.3 0.0 0.0 0.0 22.8 0.0 Incr Delay (d2), s/veh 39.8 0.0 69.9 18.2 0.2 0.0 0.0 2.0 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 19.5 0.0 21.6 4.5 0.0 0.0 0.0 7.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.8 0.0 101.9 53.5 0.2 0.0 0.0 24.8 0.0 LnGrp LOS F A F D A A A C Approach Vol, veh/h 1169 486 857 A Approach Delay, s/veh 86.6 20.0 24.8 Approach LOS F C C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 16.4 42.6 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 11.2 20.2 33.0 Green Ext Time (p_c), s 3.1 0.2 6.3 0.0 Intersection Summary HCM 6th Ctrl Delay 52.6 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 99 22 593 0 0 0 0 374 0 436 915 0 Future Volume (vph) 99 22 593 0 0 0 0 374 0 436 915 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 Baseline - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 99 22 593 0 0 0 0 374 0 436 915 0 Future Volume (veh/h) 99 22 593 0 0 0 0 374 0 436 915 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 103 23 618 0 390 0 454 953 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 545 122 589 0 1320 0 557 992 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 1481 331 1598 0 3770 0 1795 1885 0 Grp Volume(v), veh/h 126 0 618 0 390 0 454 953 0 Grp Sat Flow(s),veh/h/ln 1811 0 1598 0 1791 0 1795 1885 0 Q Serve(g_s), s 4.5 0.0 35.0 0.0 7.3 0.0 10.0 44.0 0.0 Cycle Q Clear(g_c), s 4.5 0.0 35.0 0.0 7.3 0.0 10.0 44.0 0.0 Prop In Lane 0.82 1.00 0.00 0.00 1.00 0.00 Lane Grp Cap(c), veh/h 667 0 589 0 1320 0 557 992 0 V/C Ratio(X) 0.19 0.00 1.05 0.00 0.30 0.00 0.82 0.96 0.00 Avail Cap(c_a), veh/h 667 0 589 0 1320 0 557 992 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 0.35 0.35 0.00 Uniform Delay (d), s/veh 20.4 0.0 30.0 0.0 21.3 0.0 21.0 13.3 0.0 Incr Delay (d2), s/veh 0.2 0.0 50.9 0.0 0.6 0.0 3.5 9.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 21.2 0.0 3.1 0.0 4.6 13.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.6 0.0 80.9 0.0 21.8 0.0 24.5 23.3 0.0 LnGrp LOS C A F A C A C C A Approach Vol, veh/h 744 390 1407 Approach Delay, s/veh 70.7 21.8 23.7 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 46.0 12.0 9.3 Green Ext Time (p_c), s 0.0 2.8 0.0 3.5 Intersection Summary HCM 6th Ctrl Delay 37.1 HCM 6th LOS D LEVEL OF SERVICE Site: 2018 With Project - AM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:48:38 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip6 MOVEMENT SUMMARY Site: 2018 With Project - AM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Weyerhaeuser Way S 3 L2 361 0.2 0.237 9.2 LOS A 1.4 34.7 0.29 0.59 32.2 18a R1 219 0.2 0.172 1.9 LOS A 0.9 23.2 0.29 0.27 34.6 Approach 580 0.2 0.237 6.4 LOS A 1.4 34.7 0.29 0.47 33.0 NorthEast: Weyerhaeuser Way S 1ux U 1 1.1 0.180 14.3 LOS B 0.8 20.8 0.44 0.68 36.1 1ax L1 187 1.1 0.180 10.2 LOS B 0.8 20.8 0.44 0.68 34.6 16ax R1 204 1.1 0.183 3.7 LOS A 0.9 21.7 0.43 0.45 37.7 Approach 392 1.1 0.183 6.9 LOS A 0.9 21.7 0.44 0.56 36.1 West: S 336th St 5a L1 118 1.4 0.101 9.6 LOS A 0.5 13.0 0.36 0.61 34.8 12 R2 203 1.4 0.142 4.2 LOS A 0.8 19.8 0.35 0.47 36.4 Approach 321 1.4 0.142 6.2 LOS A 0.8 19.8 0.35 0.52 35.8 All Vehicles 1293 0.8 0.237 6.5 LOS A 1.4 34.7 0.35 0.51 34.6 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:48:38 AM Project: T:\Active Projects\IRG Federal Way Campus - 5219\Planning - 5219\Warehouse B\LOS\IRG Federal Way - AM Peak Hour - Weyerhaeuser Way S & S 336th St Roundabout.sip6 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 21 47 721 306 34 Future Volume (vph) 0 21 47 721 306 34 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% 4% 4% 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 47 721 306 34 Future Vol, veh/h 0 21 47 721 306 34 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 4 4 Mvmt Flow 0 28 63 961 408 45 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 408 453 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 0 648 1102 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 648 1102 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 10.8 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1102 - 648 - - HCM Lane V/C Ratio 0.057 - 0.043 - - HCM Control Delay (s) 8.5 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.1 - - LEVEL OF SERVICE Site: 2018 With Project - AM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:41:08 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.sip6 MOVEMENT SUMMARY Site: 2018 With Project - AM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph SouthEast: Weyerhaeuser Way S 1u U 33 0.3 0.329 10.4 LOS B 1.7 42.3 0.10 0.38 34.3 6 T1 763 0.3 0.329 3.1 LOS A 1.7 42.3 0.10 0.36 33.6 16 R2 35 0.3 0.329 3.6 LOS A 1.7 42.3 0.10 0.35 32.8 Approach 832 0.3 0.329 3.4 LOS A 1.7 42.3 0.10 0.36 33.6 NorthEast: 33rd Pl S 7 L2 85 0.8 0.195 8.6 LOS A 0.7 17.2 0.54 0.75 24.2 14 R2 52 0.8 0.195 4.5 LOS A 0.7 17.2 0.54 0.75 23.4 Approach 137 0.8 0.195 7.1 LOS A 0.7 17.2 0.54 0.75 23.9 NorthWest: Weyerhaeuser Way S 5u U 11 0.9 0.151 10.8 LOS B 0.7 16.6 0.25 0.43 33.8 5 L2 8 0.9 0.151 8.8 LOS A 0.7 16.6 0.25 0.43 33.1 2 T1 333 0.9 0.151 3.5 LOS A 0.7 16.6 0.25 0.41 33.2 Approach 352 0.9 0.151 3.8 LOS A 0.7 16.6 0.25 0.41 33.2 All Vehicles 1320 0.5 0.329 3.9 LOS A 1.7 42.3 0.19 0.42 32.2 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:41:08 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.sip6 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 31 0 0 28 112 725 126 79 253 15 Future Volume (vph) 0 0 31 0 0 28 112 725 126 79 253 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% 37% 5% 5% 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 31 0 0 28 112 725 126 79 253 15 Future Vol, veh/h 0 0 31 0 0 28 112 725 126 79 253 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 37 5 5 1 1 1 Mvmt Flow 0 0 35 0 0 32 127 824 143 90 288 17 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 153 - - 429 305 0 0 977 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.54 - - 6.9 4.84 - - 4.12 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.62 - - 3.3 2.57 - - 2.21 - - Pot Cap-1 Maneuver 0 0 779 0 0 580 1034 - - 708 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 779 - - 572 1034 - - 702 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 11.7 1 2.5 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1034 - - 779 572 702 - - HCM Lane V/C Ratio 0.123 - - 0.045 0.056 0.128 - - HCM Control Delay (s) 9 - - 9.8 11.7 10.9 - - HCM Lane LOS A - - A B B - - HCM 95th %tile Q(veh) 0.4 - - 0.1 0.2 0.4 - - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 124 4 475 255 490 0 0 211 72 Future Volume (vph) 0 0 0 124 4 475 255 490 0 0 211 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 100 395 0 0 0 Storage Lanes 0 0 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 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% 4% 4% 4% 3% 3% 3% 5% 5% 5% Shared Lane Traffic (%) Turn Type Perm NA Perm Prot NA NA Protected Phases 8 5 2 6 Permitted Phases 8 8 Detector Phase 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 124 4 475 255 490 0 0 211 72 Future Volume (veh/h) 0 0 0 124 4 475 255 490 0 0 211 72 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1841 1841 1841 1856 1856 0 0 1826 1826 Adj Flow Rate, veh/h 138 4 528 283 544 0 0 234 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 4 4 4 3 3 0 0 5 5 Cap, veh/h 557 16 507 314 2004 0 0 1173 Arrive On Green 0.33 0.33 0.33 0.36 1.00 0.00 0.00 0.34 0.00 Sat Flow, veh/h 1706 49 1554 1767 3618 0 0 3652 0 Grp Volume(v), veh/h 142 0 528 283 544 0 0 234 0 Grp Sat Flow(s),veh/h/ln 1755 0 1554 1767 1763 0 0 1735 0 Q Serve(g_s), s 5.6 0.0 31.0 14.4 0.0 0.0 0.0 4.5 0.0 Cycle Q Clear(g_c), s 5.6 0.0 31.0 14.4 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 573 0 507 314 2004 0 0 1173 V/C Ratio(X)0.25 0.00 1.04 0.90 0.27 0.00 0.00 0.20 Avail Cap(c_a), veh/h 573 0 507 372 2004 0 0 1173 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.95 0.95 0.00 0.00 1.00 0.00 Uniform Delay (d), s/veh 23.5 0.0 32.0 29.8 0.0 0.0 0.0 22.3 0.0 Incr Delay (d2), s/veh 0.3 0.0 51.1 22.3 0.3 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 2.4 0.0 18.4 6.7 0.1 0.0 0.0 1.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 23.8 0.0 83.1 52.1 0.3 0.0 0.0 22.7 0.0 LnGrp LOS C A F D A A A C Approach Vol, veh/h 670 827 234 A Approach Delay, s/veh 70.5 18.0 22.7 Approach LOS E B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 21.9 37.1 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 16.4 6.5 33.0 Green Ext Time (p_c), s 5.9 0.4 1.9 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 222 2 216 0 0 0 0 563 0 129 179 0 Future Volume (vph) 222 2 216 0 0 0 0 563 0 129 179 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 (%) 5% 5% 5% 0% 0% 0% 2% 2% 2% 5% 5% 5% 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 222 2 216 0 0 0 0 563 0 129 179 0 Future Volume (veh/h) 222 2 216 0 0 0 0 563 0 129 179 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 1826 1826 1826 0 1870 0 1826 1826 0 Adj Flow Rate, veh/h 249 2 243 0 633 0 145 201 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, % 5 5 5 0 2 0 5 5 0 Cap, veh/h 357 3 320 0 2072 0 549 1256 0 Arrive On Green 0.21 0.21 0.21 0.00 0.58 0.00 0.10 1.00 0.00 Sat Flow, veh/h 1726 14 1547 0 3741 0 1739 1826 0 Grp Volume(v), veh/h 251 0 243 0 633 0 145 201 0 Grp Sat Flow(s),veh/h/ln 1740 0 1547 0 1777 0 1739 1826 0 Q Serve(g_s), s 12.7 0.0 14.0 0.0 8.6 0.0 3.1 0.0 0.0 Cycle Q Clear(g_c), s 12.7 0.0 14.0 0.0 8.6 0.0 3.1 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 0 320 0 2072 0 549 1256 0 V/C Ratio(X) 0.70 0.00 0.76 0.00 0.31 0.00 0.26 0.16 0.00 Avail Cap(c_a), veh/h 732 0 652 0 2072 0 549 1256 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 34.9 0.0 35.5 0.0 10.0 0.0 6.5 0.0 0.0 Incr Delay (d2), s/veh 3.5 0.0 5.2 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 5.6 0.0 5.7 0.0 3.2 0.0 0.9 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.4 0.0 40.7 0.0 10.4 0.0 6.8 0.3 0.0 LnGrp LOS D A D A B A A A A Approach Vol, veh/h 494 633 346 Approach Delay, s/veh 39.5 10.4 3.0 Approach LOS D B A Timer - Assigned Phs 2 4 7 8 Phs Duration (G+Y+Rc), s 24.6 70.4 10.0 60.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 45.0 5.0 35.0 Max Q Clear Time (g_c+I1), s 16.0 2.0 5.1 10.6 Green Ext Time (p_c), s 3.6 1.7 0.0 6.1 Intersection Summary HCM 6th Ctrl Delay 18.4 HCM 6th LOS B LEVEL OF SERVICE Site: 2018 With Project - PM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes South Northeast West Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:53:07 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.sip6 MOVEMENT SUMMARY Site: 2018 With Project - PM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph South: Weyerhaeuser Way S 3 L2 733 0.5 0.532 10.1 LOS B 4.4 111.4 0.58 0.66 31.5 18a R1 173 0.5 0.189 3.0 LOS A 1.0 26.0 0.47 0.42 34.0 Approach 906 0.5 0.532 8.8 LOS A 4.4 111.4 0.56 0.61 32.0 NorthEast: Weyerhaeuser Way S 1ux U 1 0.2 0.365 17.2 LOS B 2.3 57.9 0.78 0.88 35.1 1ax L1 256 0.2 0.365 13.2 LOS B 2.3 57.9 0.78 0.88 33.6 16ax R1 276 0.2 0.351 6.4 LOS A 2.3 58.1 0.78 0.77 36.5 Approach 533 0.2 0.365 9.6 LOS A 2.3 58.1 0.78 0.82 35.0 West: S 336th St 5u U 1 0.7 0.235 14.3 LOS B 1.5 36.8 0.51 0.66 35.9 5a L1 243 0.7 0.235 10.2 LOS B 1.5 36.8 0.51 0.66 34.4 12 R2 540 0.7 0.402 4.8 LOS A 3.1 78.2 0.56 0.56 35.9 Approach 783 0.7 0.402 6.5 LOS A 3.1 78.2 0.54 0.59 35.4 All Vehicles 2223 0.5 0.532 8.2 LOS A 4.4 111.4 0.61 0.66 33.8 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:53:07 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.sip6 Lanes, Volumes, Timings 2: Weyerhaeuser Way S & Weyerhaeuser Rd 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 90 21 896 617 12 Future Volume (vph) 0 90 21 896 617 12 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 90 21 896 617 12 Future Vol, veh/h 0 90 21 896 617 12 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 96 22 953 656 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 660 671 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 0 467 924 - - - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 465 922 - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 14.7 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 922 - 465 - - HCM Lane V/C Ratio 0.024 - 0.206 - - HCM Control Delay (s) 9 - 14.7 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.8 - - LEVEL OF SERVICE Site: 2018 With Project - PM Peak Hour IRG Federal Way - Warehouse B Roundabout All Movement Classes Southeast Northeast Northwest Intersection LOS A A A A Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Lane LOS values are based on average delay per lane. Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:40:35 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.sip6 MOVEMENT SUMMARY Site: 2018 With Project - PM Peak Hour IRG Federal Way - Warehouse B Roundabout Movement Performance - Vehicles Demand Flows 95% Back of QueueMov ID OD Mov Deg. Satn Average Delay Level of Service Prop. Queued Effective Stop Rate Average Speed Total HV Vehicles Distance veh/h % v/c sec veh ft per veh mph SouthEast: Weyerhaeuser Way S 1u U 211 0.6 0.511 11.0 LOS B 3.5 86.7 0.35 0.53 32.9 6 T1 878 0.6 0.511 3.7 LOS A 3.5 86.7 0.35 0.48 32.6 16 R2 120 0.6 0.511 4.2 LOS A 3.5 86.7 0.35 0.43 32.1 Approach 1208 0.6 0.511 5.0 LOS A 3.5 86.7 0.35 0.48 32.6 NorthEast: 33rd Pl S 7 L2 35 0.0 0.157 9.5 LOS A 0.6 14.8 0.62 0.77 24.2 14 R2 56 0.0 0.157 5.5 LOS A 0.6 14.8 0.62 0.77 23.4 Approach 91 0.0 0.157 7.0 LOS A 0.6 14.8 0.62 0.77 23.7 NorthWest: Weyerhaeuser Way S 5u U 32 0.1 0.346 11.6 LOS B 1.8 44.6 0.42 0.56 33.0 5 L2 67 0.1 0.346 9.5 LOS A 1.8 44.6 0.42 0.56 32.4 2 T1 646 0.1 0.346 4.3 LOS A 1.8 44.6 0.42 0.52 32.6 Approach 745 0.1 0.346 5.0 LOS A 1.8 44.6 0.42 0.52 32.6 All Vehicles 2044 0.4 0.511 5.1 LOS A 3.5 86.7 0.39 0.51 32.1 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: Same as Signalised Intersections. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com Organisation: TENW | Processed: Wednesday, August 30, 2017 6:40:35 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.sip6 Lanes, Volumes, Timings 4: Weyerhaeuser Way S & Site Access/S 341st St 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 57 0 0 171 18 831 23 12 1083 2 Future Volume (vph) 0 0 57 0 0 171 18 831 23 12 1083 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 (%) 0% 0% 51% 0% 0% 0% 56% 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Intersection Int Delay, s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 57 0 0 171 18 831 23 12 1083 2 Future Vol, veh/h 0 0 57 0 0 171 18 831 23 12 1083 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, % 0 0 51 0 0 0 56 2 2 1 1 1 Mvmt Flow 0 0 59 0 0 176 19 857 24 12 1116 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 559 - - 429 1118 0 0 881 0 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.92 - - 6.9 5.22 - - 4.12 - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.81 - - 3.3 2.76 - - 2.21 - - Pot Cap-1 Maneuver 0 0 366 0 0 580 384 - - 769 - - Stage 1 0 0 - 0 0 - - - - - - - Stage 2 0 0 - 0 0 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 366 - - 580 384 - - 769 - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.7 13.9 0.3 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 384 - - 366 580 769 - - HCM Lane V/C Ratio 0.048 - - 0.161 0.304 0.016 - - HCM Control Delay (s) 14.9 - - 16.7 13.9 9.8 - - HCM Lane LOS B - - C B A - - HCM 95th %tile Q(veh) 0.2 - - 0.6 1.3 0 - - Lanes, Volumes, Timings 5: Weyerhaeuser Way S & SR-18 WB Ramps 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 0 0 520 57 564 176 305 0 0 857 281 Future Volume (vph) 0 0 0 520 57 564 176 305 0 0 857 281 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% 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 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 520 57 564 176 305 0 0 857 281 Future Volume (veh/h) 0 0 0 520 57 564 176 305 0 0 857 281 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 1856 1856 Adj Flow Rate, veh/h 536 59 581 181 314 0 0 884 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 3 3 Cap, veh/h 530 58 521 213 2020 0 0 1397 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 3711 0 Grp Volume(v), veh/h 595 0 581 181 314 0 0 884 0 Grp Sat Flow(s),veh/h/ln 1804 0 1598 1781 1777 0 0 1763 0 Q Serve(g_s), s 31.0 0.0 31.0 9.2 0.0 0.0 0.0 19.2 0.0 Cycle Q Clear(g_c), s 31.0 0.0 31.0 9.2 0.0 0.0 0.0 19.2 0.0 Prop In Lane 0.90 1.00 1.00 0.00 0.00 0.00 Lane Grp Cap(c), veh/h 589 0 521 213 2020 0 0 1397 V/C Ratio(X)1.01 0.00 1.11 0.85 0.16 0.00 0.00 0.63 Avail Cap(c_a), veh/h 589 0 521 281 2020 0 0 1397 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 32.0 0.0 32.0 35.3 0.0 0.0 0.0 23.1 0.0 Incr Delay (d2), s/veh 39.8 0.0 74.7 18.2 0.2 0.0 0.0 2.2 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 19.5 0.0 22.3 4.5 0.0 0.0 0.0 8.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.8 0.0 106.7 53.5 0.2 0.0 0.0 25.3 0.0 LnGrp LOS F A F D A A A C Approach Vol, veh/h 1176 495 884 A Approach Delay, s/veh 89.0 19.7 25.3 Approach LOS F B C Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 59.0 16.4 42.6 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 11.2 21.2 33.0 Green Ext Time (p_c), s 3.2 0.2 6.2 0.0 Intersection Summary HCM 6th Ctrl Delay 53.6 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 105 22 593 0 0 0 0 377 0 457 920 0 Future Volume (vph) 105 22 593 0 0 0 0 377 0 457 920 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) 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 08/30/2017 IRG Federal Way - Warehouse B Synchro 10 Report 2018 With-Project - PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 22 593 0 0 0 0 377 0 457 920 0 Future Volume (veh/h) 105 22 593 0 0 0 0 377 0 457 920 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 109 23 618 0 393 0 476 958 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 551 116 589 0 1309 0 551 984 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 1495 315 1598 0 3741 0 1781 1870 0 Grp Volume(v), veh/h 132 0 618 0 393 0 476 958 0 Grp Sat Flow(s),veh/h/ln 1810 0 1598 0 1777 0 1781 1870 0 Q Serve(g_s), s 4.7 0.0 35.0 0.0 7.5 0.0 10.0 45.8 0.0 Cycle Q Clear(g_c), s 4.7 0.0 35.0 0.0 7.5 0.0 10.0 45.8 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 1309 0 551 984 0 V/C Ratio(X) 0.20 0.00 1.05 0.00 0.30 0.00 0.86 0.97 0.00 Avail Cap(c_a), veh/h 667 0 589 0 1309 0 551 984 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 0.28 0.28 0.00 Uniform Delay (d), s/veh 20.4 0.0 30.0 0.0 21.3 0.0 22.4 13.6 0.0 Incr Delay (d2), s/veh 0.2 0.0 50.9 0.0 0.6 0.0 4.4 10.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 21.2 0.0 3.1 0.0 5.7 14.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 20.6 0.0 80.9 0.0 21.9 0.0 26.8 23.7 0.0 LnGrp LOS C A F A C A C C A Approach Vol, veh/h 750 393 1434 Approach Delay, s/veh 70.3 21.9 24.7 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 47.8 12.0 9.5 Green Ext Time (p_c), s 0.0 1.6 0.0 3.6 Intersection Summary HCM 6th Ctrl Delay 37.6 HCM 6th LOS D Queuing and Blocking Report 2017 Existing - AM Peak Hour 09/01/2017 IRG Federal Way SimTraffic Report TENW Page 1 Intersection: 4: Weyerhaeuser Way S & S 341st St Movement WB NB NB NB SB SB SB Directions Served R T T R L T T Maximum Queue (ft) 22 18 25 4 31 12 19 Average Queue (ft) 2 1 1 0 9 1 1 95th Queue (ft) 11 8 11 3 32 8 8 Link Distance (ft) 84 370 370 499 499 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 350 275 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2017 Existing - AM Peak Hour 09/01/2017 IRG Federal Way 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) 251 125 327 108 90 69 79 Average Queue (ft) 70 73 176 35 27 12 12 95th Queue (ft) 174 127 291 82 69 43 49 Link Distance (ft) 336 675 675 370 370 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 100 395 Storage Blk Time (%) 4 2 Queuing Penalty (veh) 14 3 Queuing and Blocking Report 2017 Existing - AM Peak Hour 09/01/2017 IRG Federal Way 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) 142 104 214 141 109 96 Average Queue (ft) 67 56 84 23 40 29 95th Queue (ft) 125 90 165 82 84 79 Link Distance (ft) 265 265 633 633 675 675 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2017 Existing - PM Peak Hour 09/01/2017 IRG Federal Way SimTraffic Report TENW Page 1 Intersection: 4: Weyerhaeuser Way S & S 341st St Movement WB SB SB Directions Served R L T Maximum Queue (ft) 40 6 39 Average Queue (ft) 15 0 2 95th Queue (ft) 35 4 23 Link Distance (ft) 84 499 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 275 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2017 Existing - PM Peak Hour 09/01/2017 IRG Federal Way 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) 377 125 202 118 103 310 353 Average Queue (ft) 353 120 106 52 40 162 206 95th Queue (ft) 364 148 182 99 89 288 332 Link Distance (ft) 336 669 669 370 370 Upstream Blk Time (%) 57 0 0 Queuing Penalty (veh) 0 0 1 Storage Bay Dist (ft) 100 395 Storage Blk Time (%) 50 10 Queuing Penalty (veh) 266 57 Queuing and Blocking Report 2017 Existing - PM Peak Hour 09/01/2017 IRG Federal Way 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) 254 306 196 159 236 466 Average Queue (ft) 85 266 116 36 115 245 95th Queue (ft) 241 325 183 111 196 373 Link Distance (ft) 265 265 633 633 669 669 Upstream Blk Time (%) 2 40 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2018 With-Project - AM Peak Hour 09/01/2017 IRG Federal Way - Warehouse 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) 74 41 118 35 46 27 77 4 15 Average Queue (ft) 27 16 39 2 3 4 34 0 1 95th Queue (ft) 67 36 88 15 25 18 63 3 11 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) Queuing and Blocking Report 2018 With-Project - AM Peak Hour 09/01/2017 IRG Federal Way - Warehouse 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) 345 125 317 168 164 94 113 Average Queue (ft) 116 106 174 71 71 26 25 95th Queue (ft) 274 147 291 137 136 69 77 Link Distance (ft) 336 675 675 370 370 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) 100 395 Storage Blk Time (%) 1 15 Queuing Penalty (veh) 8 21 Queuing and Blocking Report 2018 With-Project - AM Peak Hour 09/01/2017 IRG Federal Way - Warehouse 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) 277 175 277 223 145 280 Average Queue (ft) 136 62 145 72 67 66 95th Queue (ft) 232 114 260 181 125 190 Link Distance (ft) 265 265 633 633 675 675 Upstream Blk Time (%) 1 0 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2018 With-Project - PM Peak Hour 09/01/2017 IRG Federal Way - Warehouse 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 97 84 149 377 409 Average Queue (ft) 100 49 13 13 213 256 95th Queue (ft) 169 87 54 81 589 613 Link Distance (ft) 116 84 499 499 Upstream Blk Time (%) 57 2 16 22 Queuing Penalty (veh) 0 0 0 0 Storage Bay Dist (ft) 240 204 Storage Blk Time (%)16 Queuing Penalty (veh)2 Queuing and Blocking Report 2018 With-Project - PM Peak Hour 09/01/2017 IRG Federal Way - Warehouse 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) 380 125 239 146 138 389 404 Average Queue (ft) 354 123 118 70 61 318 353 95th Queue (ft) 368 142 202 121 117 445 447 Link Distance (ft) 336 669 669 370 370 Upstream Blk Time (%) 59 12 28 Queuing Penalty (veh) 0 69 167 Storage Bay Dist (ft) 100 395 Storage Blk Time (%) 48 15 Queuing Penalty (veh) 277 91 Queuing and Blocking Report 2018 With-Project - PM Peak Hour 09/01/2017 IRG Federal Way - Warehouse 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) 278 293 217 168 530 609 Average Queue (ft) 114 271 139 53 242 259 95th Queue (ft) 282 323 205 140 443 434 Link Distance (ft) 265 265 633 633 669 669 Upstream Blk Time (%) 5 47 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)