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20-102489-UP-Traffic Impact Analysis-2021-01-22-V4 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:January 22, 2021 TO:Sarady Long City of Federal Way FROM:Jeff Schramm / Curtis Chin, P.E. TENW SUBJECT:Pape’ Kenworth Northwest – Federal Way, WA Traffic Impact Analysis TENW Project No. 6011 This memorandum summarizes the traffic impact analysis for the proposed Federal Way Pape’ Kenworth Northwest facility. This traffic impact analysis was completed in response to comments received from WSDOT and King County, and neighbors. The proposed site is located on the north side of S 320th Street between I-5 and 32nd Avenue S. This memo includes a project description, trip generation estimates, trip distribution, traffic operational analysis of key off-site intersections including level of service (LOS) and queuing, and identification of transportation mitigation measures. Project Description The proposed Federal Way Pape’ Kenworth Northwest facility includes 79,744 SF building area, and 20,944 SF of total outdoor truck storage area. The proposed uses include new truck sales, a maintenance facility, offices, and a body repair shop. Vehicle and truck access to the site would be provided via two full access driveways on 32nd Avenue S. The proposed site is located on 7 parcels recently annexed into the City of Federal Way from King County. A project site vicinity map is shown in Figure 1. A conceptual site plan of the project is illustrated in Figure 2. For the purposes of this analysis, year 2022 was the horizon year assumed to evaluate cumulative traffic impacts. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 2 Fig 1 – Vicinity Map Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 3 Fig 2 Site Plan Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 4 Existing Transportation Conditions This section includes a description of the existing site, key intersections in the site vicinity, existing peak hour traffic volumes, and intersection levels of service. Existing Site The existing site is currently unoccupied and had previously included a few residential structures. For this analysis, no existing trip credit was assumed. Vehicle and truck access to the site is provided by 32nd Avenue S north of S 320th Street, which is currently unpaved along the project frontage. Traffic Study Intersections To assess the traffic impacts of the project, the following off-site study intersections were analyzed during the weekday AM and PM peak hours: 1. I-5 Southbound Ramps / S 320th Street 2. I-5 Northbound Ramps / S 320th Street 3. 32nd Ave S / S 316th Street 4. Military Road S / S 316th Street These intersections were identified at the request of WSDOT and King County to be evaluated for LOS. Peak Hour Traffic Volumes Year 2020 existing AM and PM peak hour traffic volumes at the study intersections were based on counts conducted by All Traffic Data in November 2019 and November 2020. The AM peak hour traffic volumes represent the highest hourly volume of vehicles passing through an intersection between 7:00 and 9:00 AM and the PM peak hour represents the highest hourly volume of vehicles passing through an intersection between 4:00 and 6:00 PM. To estimate 2020 traffic volumes, a 2 percent annual growth rate was applied to the 2019 traffic counts. It should be noted that due to the COVID-19 pandemic, the existing 2020 traffic counts conducted at the two S 316th study intersections were increased by 30 percent. The 30 percent adjustment factor was determined based on a comparison of existing traffic counts and pre COVID-19 traffic counts. The resulting 2020 existing peak hour traffic volumes are shown in Figure 3. The 2019 and 2020 turning movement traffic counts at the study intersections are provided in Attachment A. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 5 Insert Figure 3 Existing Volumes Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 6 Existing Intersection Levels of Service Existing level of service (LOS) analyses were conducted at the study intersections for weekday AM and PM peak hour conditions. 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, roundabouts, and all-way stop-controlled intersections represents the average control delay (sec/veh) and can be reported for the overall intersection, for each approach, and for each lane group or movement (additional v/c ratio criteria apply to lane group or movement LOS only). The LOS reported at two-way 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 (additional v/c ratio criteria apply to lane group or movement LOS only). Table 1 outlines the current HCM LOS criteria for signalized and unsignalized intersections based on these methodologies. Table 1 LOS Criteria for Signalized and Unsignalized Intersections1 SIGNALIZED INTERSECTIONS UNSIGNALIZED 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 (HCM), Transportation Research Board, 6th Edition, 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 and roundabouts, LOS is solely defined by control delay. LOS calculations for intersections were based on methodology and procedures outlined in the 6th Edition of the Highway Capacity Manual using Synchro 10.3 traffic analysis software. Existing signal timing at the signalized study intersections was provided by WSDOT and the City of Federal Way. The 2020 existing AM and PM peak hour LOS analysis results for the study intersections are summarized in Table 2. The LOS worksheets are included in Appendix B. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 7 Table 2 2020 Existing Peak Hour Level of Service Summary 2020 Existing Study Intersection LOS1 Delay (sec/veh) V/C Ratio AM PEAK HOUR Two-Way Stop-Controlled Intersections 1. 32nd Avenue S / S 316th Street Westbound Shared Left-Right A 8.6 0.01 Southbound Left-Turn A 7.2 0.00 2. Military Road S / S 316th Street Northbound Left-Turn A 9.7 0.00 Eastbound Shared Left-Thru-Right C 23.4 0.01 Westbound Shared Left-Thru-Right B 12.7 0.02 Southbound Left-Turn A 8.1 0.00 Signalized Intersections 3. I-5 Southbound Ramps / S 320th Street B 10.3 - 4. I-5 Northbound Ramps / S 320th Street C 27.0 - 5. 32nd Avenue S / S 320th Street 2 A 5.4 0.37 PM PEAK HOUR Two-Way Stop-Controlled Intersections 1. 32nd Avenue S / S 316th Street Westbound Shared Left-Right A 8.4 0.01 Southbound Left-Turn A 7.2 0.00 2. Military Road S / S 316th Street Northbound Left-Turn A 8.7 0.00 Eastbound Shared Left-Thru-Right D 32.0 0.06 Westbound Shared Left-Thru-Right B 13.7 0.06 Southbound Left-Turn A 8.8 0.02 Signalized Intersections 3. I-5 Southbound Ramps / S 320th Street C 27.8 - 4. I-5 Northbound Ramps / S 320th Street B 15.6 - 5. 32nd Avenue S / S 320th Street 2 A 8.4 0.65 1. Unless otherwise noted, LOS calculations based on HCM 6th Edition methodologies. 2. Based on HCM 2000 methodologies, per City of Federal Way TIA Guidelines. As shown in Table 2, the signalized study intersection and the individual movements at the stop-controlled intersections all currently operate at LOS D or better under existing conditions during the weekday AM and PM peak hours. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 8 Traffic Impact Analysis The following section describes trips generated by the proposed Pape’ Kenworth Northwest project, the estimated distribution and assignment of new project trips, resulting intersection level of service, discussion of neighborhood project impact, and identification of transportation mitigation measures. Project Trip Generation The latest version of ITE’s Trip Generation manual does not include a comparable land use to the proposed Kenworth use. As a result, the trip generation estimate for the proposed project was based on an independent trip generation study completed at four existing Pape Kenworth facilities located in Washington, Oregon, and California. This approach to trip generation was reviewed and accepted by City of Federal Way transportation staff as part of the preliminary traffic scoping for this analysis. To estimate trip generation rates for the proposed development, weekday daily and peak hour traffic counts were collected at the four existing Pape’ Kenworth facilities on three consecutive weekdays in October 2019 (location #4) and January 2020 (locations #1-3). Saturday data was also collected at locations #1-3 in January 2020. A summary of the trip generation data collected at the four sites used to determine the trip generation rate is included in the Attachment C. The resulting trip generation rates from the trip generation study is shown in Table 3 below. Table 3 Existing Kenworth Facilities Trip Generation Study Results Directional Distribution Time Period Entering Exiting Trip Rate1 (veh trips/1,000 SF) Percent Trucks Weekday Daily 50%50%11.59 22% Weekday AM Peak Hour 63%37%0.87 19% Weekday PM Peak Hour 37%67%0.87 18% Saturday Peak Hour 2 46%54%0.57 - Note: 1. Based on trip data collected at four existing Pape Kenworth facilities located in WA, OR, and CA in October 2019 and January 2020. 2. No Saturday truck data available. As shown in Table 3, based on data collected at the four existing Pape’ facilities, the derived weekday daily rate is 11.59 trips per 1,000 SF, AM peak hour trip generation rate is 0.87 trips per 1,000 SF, PM peak hour trip generation rate is 0.87 per 1,000 SF, and Saturday peak hour rate is 0.57 trips per 1,000 SF. Based on these derived trip rates, the trips associated with the proposed 79,744 SF Pape Kenworth Northwest project is summarized in Table 4. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 9 Table 4 Proposed Pape Kenworth Northwest Federal Way Trip Generation Summary Total Trips Generated Time Period In Out Total Truck Trips Weekday Daily 462 462 924 208 Weekday AM Peak Hour 43 26 69 13 Weekday PM Peak Hour 25 44 69 12 Saturday Peak Hour 21 24 45 - As shown in Table 4, the proposed Pape Kenworth Northwest project is estimated to generate 924 weekday daily trips with 69 trips occurring during the weekday AM peak hour (43 in, 26 out) and 69 trips occurring during the weekday PM peak hour (25 in, 44 out). The project is estimated to generate 45 trips during the Saturday peak hour (21 in, 24 out). The detailed trip generation calculations are included in Attachment C. Trip Distribution and Assignment The distribution of the weekday PM peak hour passenger car project trips generated by the proposed project was based on anticipated travel patterns in the area and EMME/2 traffic model distribution plots (provided by the City of Federal Way) with adjustments based on information provided by the applicant. Based on travel patterns anticipated by the applicant for employees and visitors (non-trucks), the majority of the project- generated trips are anticipated to be destined to/from I-5. The following are the anticipated travel patterns: 40 percent I-5 (to/from the south); 20 percent I-5 (to/from the north); 20 percent S 320th Street (to/from the east); 10 percent S 320th Street (to/from the west); 10 percent Military Road (to/from the north) The distribution of truck trips is estimated to be 70 percent to/from the south on I-5, and 30 percent to/from the north on I-5; this is based on existing truck travel patterns provided by the applicant. Figure 4 illustrates the trip distribution and assignment of the weekday AM and PM peak hour project trips. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 10 Insert Figure 4 Trip Distribution and Assignment Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 11 Future Traffic Volumes The anticipated buildout year for the project is 2022. Future 2022 Without Project (No Action) traffic volumes were estimated by applying a 2 percent annual growth rate to the existing (2020) traffic volumes to estimate future year 2022 weekday AM and weekday PM traffic volumes without the project. In addition to the background growth rate, trips from the following developments were included in the future without-project traffic volumes: IRG Building A IRG Building B East Campus Corporate Park (assuming full occupancy) DaVita Federal Way Former Weyerhaeuser Headquarters building (assuming full occupancy) Woodbridge Business Park The resulting future 2022 Without-Project weekday AM and PM peak hour traffic volumes at the study intersections are shown in Figure 5. The future 2022 With-Project weekday AM and PM peak hour traffic volumes were determined by adding the trip assignment from the proposed project (shown in Figure 4) to the future 2022 Without Project traffic volumes. The resulting future 2022 With-Project weekday AM and PM peak hour traffic volumes are shown in Figure 6. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 12 Insert Figure 5 Without Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 13 Insert Figure 6 With Project Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 14 Intersection Level of Service Future year weekday peak hour Level of Service (LOS) analyses were conducted at the study intersections for future year 2022 No Action (without project) conditions and future year 2022 conditions with the proposed Pape Kenworth Northwest project. Future improvements by the applicant at the 32nd Avenue S/S 320th Street intersection include widening the north leg of the intersection to include an exclusive southbound left- turn lane and a shared through-right lane. In addition, the applicant is proposing to re-stripe the eastbound left-turn turn lane to increase the queue storage from approximately 150 feet to 225 feet. Improvements along the S 320th Street project frontage are proposed that would result in a westbound right-turn lane at the I-5 northbound ramp terminal intersection. For the future analysis, existing cycle lengths and coordinated signal timing plans were used at the I-5 ramp terminal intersections on S 320th Street during the PM peak hour. During the AM peak hour, cycle lengths were increased from 110 seconds to 120 seconds to be consistent with how the City of Federal Way operates the signals in coordination along S 320th Street. The signal splits and offsets were optimized to account for future anticipated operations with anticipated traffic volume increases. Table 5 summarizes the level of service impacts in 2022 assuming full buildout of the proposed Pape Kenworth Northwest project. Detailed LOS summary worksheets are included in Attachment B. As shown all intersections are anticipated to operate at acceptable levels of service in 2022 without or with the proposed project. Table 5 2022 Peak Hour Level of Service Summary 2022 No Action 2022 With-Project Study Intersection LOS1 Delay (sec) V/C Ratio LOS1 Delay (sec) V/C Ratio AM PEAK HOUR Two-Way Stop-Controlled Intersections 1. 32nd Avenue S / S 316th Street Westbound Shared Left-Right A 8.6 0.01 A 8.6 0.01 Southbound Left-Turn A 7.2 0.00 A 7.2 0.00 2. Military Road S / S 316th Street Northbound Left-Turn A 10.0 0.00 B 10.0 0.00 Eastbound Shared Left-Thru-Right D 28.5 0.01 D 32.9 0.02 Westbound Shared Left-Thru-Right B 14.4 0.03 B 14.5 0.03 Southbound Left-Turn A 8.4 0.00 A 8.4 0.00 Signalized Intersections3 3. I-5 Southbound Ramps / S 320th Street B 17.6 -B 17.8 - 4. I-5 Northbound Ramps / S 320th Street B 14.1 -B 14.4 - 5. 32nd Avenue S / S 320th Street 2 A 5.5 0.44 A 6.3 0.44 1. Unless otherwise noted, LOS calculations based on HCM 6th Edition methodologies. 2. Based on HCM 2000 methodologies, per City of Federal Way TIA Guidelines. 3. Signal green times and splits were optimized at these intersections operated in coordination. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 15 Table 5 (continued) 2022 Peak Hour Level of Service Summary 2022 No Action 2022 With-Project Study Intersection LOS1 Delay (sec) V/C Ratio LOS1 Delay (sec) V/C Ratio PM PEAK HOUR Two-Way Stop-Controlled Intersections 1. 32nd Avenue S / S 316th Street Westbound Shared Left-Right A 8.4 0.01 A 8.4 0.02 Southbound Left-Turn A 7.2 0.00 A 7.2 0.00 2. Military Road S / S 316th Street Northbound Left-Turn A 8.9 0.01 A 8.9 0.01 Eastbound Shared Left-Thru-Right E 39.5 0.08 E 40.9 0.10 Westbound Shared Left-Thru-Right B 14.9 0.07 C 15.0 0.07 Southbound Left-Turn A 9.1 0.02 A 9.1 0.02 Signalized Intersections3 3. I-5 Southbound Ramps / S 320th Street C 31.5 -C 32.4 - 4. I-5 Northbound Ramps / S 320th Street B 14.4 -B 14.4 - 5. 32nd Avenue S / S 320th Street 2 B 15.8 0.78 C 21.6 0.80 1. Unless otherwise noted, LOS calculations are based on HCM 6th Edition methodologies. 2. Based on HCM 2000 methodologies, per City of Federal Way TIA Guidelines. 3. Signal green times and splits were optimized at these intersections operated in coordination. SimTraffic Queue Analysis Queue evaluation was conducted on S 320th Street between the I-5 ramp terminal intersections and 32nd Avenue S at the request of WSDOT. Future 2022 weekday AM and PM peak hour queueing analyses without and with the proposed Pape’ Kenworth Northwest development were conducted on S 320th Street between the I-5 ramp terminal intersections and 32nd Avenue S. An average of five (5) SimTraffic simulations were used. A summary of the queue analysis is shown below in Table 6. It should be noted that the reported worst case 95th percentile PM peak hour queue for the eastbound left-turn at the 32nd Avenue S/S 320th intersection is expected to be 125 feet in the future with the proposed Pape’ Kenworth Northwest project which would be accommodated within the existing queue storage of 150 feet. As noted above, the applicant is proposing to re-stripe the eastbound left-turn turn lane to provide approximately 225 feet of queue storage. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 16 Table 6 Weekday Peak Hour Queue Summary 95th Percentile Queues (feet) Study Intersection/Movement Storage (feet) 2022 No Action 2022 With-Project AM PEAK HOUR I-5 SB Ramps / S 320th Street Eastbound Through 400’400’400’ Eastbound Through 400’450’450’ Eastbound Right-Turn 400’225’300’ Westbound Left-Turn 200’200’200’ Westbound Through 900’250’250’ Westbound Through 900’250’275’ Southbound Left-Turn 375’150’150’ Southbound Left-Thru 1,575’200’175’ Southbound Right-Turn 575’250’225’ Southbound Right-Turn 575’100’75’ Southbound Right-Turn 575’0’0’ I-5 NB Ramps / S 320th Street Eastbound Through 900’325’325’ Eastbound Through 900’375’375’ Westbound Through 675’325’300’ Westbound Thru-Right 1 675’375’- Westbound Through 1 675’-275’ Westbound Right (free)675’-0’ Northbound Left-Turn 275’325’350’ Northbound Left-Thru-Right 1,300’650’750’ 32nd Ave S / S 320th Street Eastbound Left-Turn 2 225’25’75’ Eastbound Through 675’150’150’ Eastbound Through 675’150’175’ Eastbound Right-Turn 450’150’125’ Westbound Left-Turn 250’100’100’ Westbound Through 700’75’100’ Westbound Thru-Right 700’75’100’ Northbound Left-Turn 3 250’75’75’ Northbound Thru-Right 875’50’50’ Southbound Left-Thru-Right 4 1,250’<25’- Southbound Left-Turn 200’-25’ Southbound Through-Right 1,250’-50’ Notes: 1. With the addition of the WB channelized right-turn lane in the With Project conditions, the WB thru-right lane of the I-5 NB ramp terminal intersection will be converted to a WB through lane. 2. Eastbound left-turn queue storage proposed to be increased to 225’ by the applicant. 3. Additional left-turn queue storage provided by center two-way left-turn lane. 4. In the No Action (Without Project) condition, the SB approach of the 32nd Ave S/ S 320th St intersection consists of a single left-thru-right lane with no left-turn storage. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 17 Table 6 (continued) Weekday Peak Hour Queue Summary 95th Percentile Queues (feet) Study Intersection/Movement Storage (feet) 2022 No Action 2022 With-Project PM PEAK HOUR I-5 SB Ramps / S 320th Street Eastbound Through 400’425’450’ Eastbound Through 400’375’425’ Eastbound Right-Turn 400’125’125’ Westbound Left-Turn 200’250’250’ Westbound Through 900’575’550’ Westbound Through 900’600’550’ Southbound Left-Turn 375’350’325’ Southbound Left-Thru 1,575’325’325’ Southbound Right-Turn 575’375’375’ Southbound Right-Turn 575’400’400’ Southbound Right-Turn 575’225’225’ I-5 NB Ramps / S 320th Street Eastbound Through 900’525’575’ Eastbound Through 900’550’575’ Westbound Through 675’500’425’ Westbound Thru-Right 1 675’525’- Westbound Through 1 675’-425’ Westbound Right (free)675’-0’ Northbound Left-Turn 275’325’325’ Northbound Left-Thru-Right 1,300’550’575’ 32nd Ave S / S 320th Street Eastbound Left-Turn 2 225’25’125’ Eastbound Through 675’625’725’ Eastbound Through 675’625’750’ Eastbound Right-Turn 450’325’375’ Westbound Left-Turn 250’50’50’ Westbound Through 700’250’300’ Westbound Thru-Right 700’225’275’ Northbound Left-Turn 3 250’325’325’ Northbound Thru-Right 875’400’425’ Southbound Left-Thru-Right 4 1,250’0’- Southbound Left 200’-50’ Southbound Through-Right 1,250’-75’ Notes: 1. With the addition of the WB channelized right-turn lane in the With Project conditions, the WB thru-right lane of the I-5 NB ramp terminal intersection will be converted to a WB through lane. 2. Eastbound left-turn queue storage proposed to be increased to 225’ by the applicant. 3. Additional left-turn queue storage provided by center two-way left-turn lane. 4. In the No Action (Without Project) condition, the SB approach of the 32nd Ave S/ S 320th St intersection consists of a single left-thru-right lane with no left-turn storage. Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis TENW January 22, 2021 Page 18 Neighborhood Impacts As part of the proposed Pape’ Kenworth Northwest project development, 32nd Ave S will be improved from S 320th Street to the north property boundary to meet City road standards. This will result in a new road segment that will connect to an existing unimproved gravel section of 32nd Avenue S south of S 316th Street, classified as a sub-access neighborhood street, and located in unincorporated King County (). This may result in some of the existing trips from homes in that neighborhood to re-route to this new connection. To minimize neighborhood impacts to the north of the site, trucks to/from the Pape’ Kenworth Northwest site would be restricted on 32nd Avenue S to and from the north of the site. Employee trips and visitors with origins and destinations to the northeast of the site on Military Road may choose to use this new road connection. Based on City of Federal traffic modeling, it is estimated that 10 percent of the non-truck project trips would be destined to/from the north on Military Road S. As a result, less than 5 project trips are expected to utilize 32nd Avenue S north of the site during the AM and PM peak hours which would not be considered a significant impact. This assumes that approximately half of the project trips destined to/from the north on Military Road would utilize S 316th Street versus S 320th Street. As a result of this new road connection, there is a potential for cut-through traffic by existing neighbors and limited use by the Pape’ project. To discourage cut-through traffic through this neighborhood, it is recommended that neighborhood traffic calming measures be considered in coordination with King County and the City of Federal Way; this would be implemented through joint coordination with City and County transportation and neighborhood departments. Mitigation The following summarizes the measures proposed to mitigate the impacts of the proposed Pape’ Kenworth Northwest project. 32nd Avenue S. Construct roadway improvements including new pavement, curb, gutter, and sidewalk along the property frontage from S 320th Street to the north site boundary. 32nd Avenue S/S 320th Street. Widen the north leg of the intersection to include an exclusive southbound left-turn lane and a shared through-right turn lane. Restripe the eastbound left-turn lane to increase the available queue storage from approximately 150 feet to 225 feet. Also, implement traffic signal modifications to incorporate the road widening. 32nd Avenue S. Coordinate with King County and the City of Federal Way to help implement potential neighborhood traffic calming measures to minimize cut-through traffic. Provide on-site signage restricting truck trips to and from the north on 32nd Avenue S. Attachments Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis ATTACHMENT A Weekday AM and PM Peak Hour Traffic Counts Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis AM Peak Hour Peak Hour:07:30 AM - 08:30 AM SB I5 ONRAMP SB I5 OFFRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:10 SB I5 ONRAMP & S 320TH ST AM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk49301190 852 169 324 886 0 613 0 1,022 1,006 0494 1,210 1,345 N S EW 1 0 10000S 320TH ST S 320TH STSB I5 ONRAMPSB I5 OFFRAMP2,421 1 001N S EW 0000 0 1 10Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,7120 0 184 0 40 172 0 0 0 0 17 2 56579 0 0 71 7:15 AM 2,7850 0 234 0 58 155 0 0 0 0 27 0 677103 0 0 100 7:30 AM 2,8450 0 235 0 59 200 0 0 0 0 22 1 73591 0 0 127 7:45 AM 2,8070 0 219 1 43 232 0 0 0 0 35 0 73560 0 0 145 8:00 AM 2,8280 0 177 0 32 195 0 0 0 0 40 0 63889 0 0 105 8:15 AM 0 0 255 0 35 225 0 0 0 0 22 0 73784 0 0 116 8:30 AM 0 0 214 0 38 230 0 0 0 0 26 0 69792 0 0 97 8:45 AM 0 0 213 0 35 280 0 0 0 0 24 0 75681 0 0 123 Count Total 0 0 1,731 1 340 1,689 0 0 0 0 213 3 5,540679 0 0 884 Peak Hour 0 0 886 1 169 852 0 0 0 0 119 1 2,845324 0 0 493 HV% PHF 0.89 0.93 0.00 0.85 2.6% 3.1% 0.0% 3.8% 3.1% 0.97 EB WB NB SB All 18040 26 6 7 25 0 23 0 32 29 014 32 44 N S EW 0 0 10000Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 7 0 11 1 19 7:15 AM 11 0 5 3 19 7:30 AM 7 0 9 3 19 7:45 AM 6 0 5 9 20 8:00 AM 7 0 11 5 23 8:15 AM 12 0 7 6 25 8:30 AM 7 0 7 3 17 8:45 AM 18 0 10 3 31 Count Total 75 0 65 33 173 Peak Hour 32 0 32 23 87 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 1 1 7:15 AM 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 1 1 8:00 AM 0 0 0 0 0 8:15 AM 1 0 0 0 1 8:30 AM 0 0 0 1 1 8:45 AM 0 0 0 0 0 Count Total 1 0 0 3 4 Peak Hour 1 0 0 1 2 Peak Hour:07:00 AM - 08:00 AM NB I5 OFFRAMP NB I5 ONRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:9 NB I5 OFFRAMP & S 320TH ST AM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk000299 659 0 387 591 0 0 301 958 1,019 818387 978 1,047 N S EW 0 0 038824280S 320TH ST S 320TH STNB I5 OFFRAMPNB I5 ONRAMP2,518 2 100N S EW 0100 1 1 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,7540 0 125 0 0 135 0 104 0 0 0 0 61776 73 104 0 7:15 AM 2,7400 0 165 0 0 143 0 93 1 0 0 0 69496 86 110 0 7:30 AM 2,7050 0 140 0 0 195 0 84 1 0 0 0 712119 73 100 0 7:45 AM 2,6320 0 161 0 0 186 0 107 0 0 0 0 73196 67 114 0 8:00 AM 2,5510 0 163 0 0 140 0 77 0 0 0 0 60355 74 94 0 8:15 AM 0 0 145 0 0 162 0 79 0 0 0 0 659131 64 78 0 8:30 AM 0 0 150 0 0 155 0 94 0 0 0 0 63991 58 91 0 8:45 AM 0 0 176 0 0 172 0 115 0 0 0 0 65061 57 69 0 Count Total 0 0 1,225 0 0 1,288 0 753 2 0 0 0 5,305725 552 760 0 Peak Hour 0 0 591 0 0 659 0 388 2 0 0 0 2,754387 299 428 0 HV% PHF 0.94 0.89 0.93 0.00 3.5% 4.2% 2.9% 0.0% 3.6% 0.94 EB WB NB SB All 00017 23 0 21 13 0 0 17 40 26 2421 34 34 N S EW 0 0 0110130Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 7 5 6 0 18 7:15 AM 9 5 13 0 27 7:30 AM 9 4 12 0 25 7:45 AM 9 10 9 0 28 8:00 AM 5 5 11 0 21 8:15 AM 13 10 4 0 27 8:30 AM 8 9 7 0 24 8:45 AM 12 6 5 0 23 Count Total 72 54 67 0 193 Peak Hour 34 24 40 0 98 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 1 1 2 7:30 AM 0 0 0 1 1 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 0 1 1 2 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 0 2 3 5 Peak Hour 0 0 1 2 3 Peak Hour:07:15 AM - 08:15 AM 32ND AVE S 32ND AVE SS 320TH ST S 320TH ST (303) 216-2439 www.alltrafficdata.net Location:8 32ND AVE S & S 320TH ST AM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk1000 933 47 197 850 2 1 2 980 855 20244 1,051 951 N S EW 0 2 015050S 320TH ST S 320TH ST 32ND AVE S32ND AVE S2,045 1 100N S EW 1000 1 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 2,0281 1 198 0 7 209 0 7 1 0 0 0 46135 0 1 1 7:15 AM 2,0521 0 230 0 9 233 0 1 0 0 0 0 51945 0 0 0 7:30 AM 1,9930 1 192 0 11 245 0 6 0 0 0 0 50346 0 1 1 7:45 AM 1,9601 0 220 0 15 250 0 3 0 0 0 0 54555 0 1 0 8:00 AM 1,8970 1 208 0 12 205 0 5 0 0 0 0 48551 0 3 0 8:15 AM 0 0 193 1 8 221 0 2 0 0 0 0 46031 0 3 1 8:30 AM 0 0 204 0 16 218 1 2 0 0 1 0 47028 0 0 0 8:45 AM 1 1 198 0 7 223 0 4 0 0 0 0 48245 0 3 0 Count Total 4 4 1,643 1 85 1,804 1 30 1 0 1 0 3,925336 0 12 3 Peak Hour 2 2 850 0 47 933 0 15 0 0 0 0 2,052197 0 5 1 HV% PHF 0.95 0.92 0.63 0.25 2.7% 4.2% 15.0% 0.0% 3.5% 0.94 EB WB NB SB All 0000 41 0 2 26 0 0 0 41 28 32 28 42 N S EW 0 0 01020Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 3 1 6 0 10 7:15 AM 5 0 13 0 18 7:30 AM 6 1 10 0 17 7:45 AM 10 0 9 0 19 8:00 AM 7 2 9 0 18 8:15 AM 9 3 4 0 16 8:30 AM 9 2 6 0 17 8:45 AM 6 0 5 0 11 Count Total 55 9 62 0 126 Peak Hour 28 3 41 0 72 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 1 1 2 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 1 0 0 1 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 1 1 1 3 Peak Hour 0 0 1 1 2 Peak Hour:07:45 AM - 08:45 AM 32nd Ave S 32nd Ave SS 316th StS 316th St (303) 216-2439 www.alltrafficdata.net Location:2 32nd Ave S & S 316th St AM Wednesday, November 4, 2020Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk0031 0 3 0 0 0 3 2 4 3 13 0 0 N S EW 0 0 00100S 316th St S 316th St32nd Ave S32nd Ave S8 1 120N S EW 0120 1 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 40 0 0 0 0 0 0 0 0 0 1 0 10 0 0 0 7:15 AM 60 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 7:30 AM 70 0 0 0 0 0 0 0 0 0 1 0 10 0 0 0 7:45 AM 80 0 0 0 0 0 0 0 0 0 1 0 20 1 0 0 8:00 AM 60 0 0 0 1 0 0 0 1 0 1 0 30 0 0 0 8:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 10 0 0 0 8:30 AM 0 0 0 0 1 0 0 0 0 0 1 0 20 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 Count Total 0 0 0 0 3 0 0 0 1 0 5 0 100 1 0 0 Peak Hour 0 0 0 0 3 0 0 0 1 0 3 0 80 1 0 0 HV% PHF 0.00 1.00 0.25 0.75 0.0% 0.0% 0.0% 0.0% 0.0% 0.67 EB WB NB SB All 0000 0 0 0 0 0 0 0 0 0 00 0 0 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 1 1 0 2 8:30 AM 0 1 0 1 2 8:45 AM 0 0 0 0 0 Count Total 0 2 1 1 4 Peak Hour 0 2 1 1 4 Peak Hour:07:00 AM - 08:00 AM Military Rd S Military Rd SS 316th StS 316th St (303) 216-2439 www.alltrafficdata.net Location:3 Military Rd S & S 316th St AM Wednesday, November 4, 2020Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk1017 0 1 1 0 1 649 297 8 3 292649 2 2 N S EW 0 0 647128920S 316th St S 316th StMilitary Rd SMilitary Rd S951 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 7:00 AM 9510 0 0 0 0 0 0 0 57 0 0 159 2180 1 1 0 7:15 AM 9050 0 0 0 1 0 0 0 59 0 0 181 2430 1 1 0 7:30 AM 8040 1 0 0 0 0 0 1 81 0 0 152 2411 4 0 1 7:45 AM 7270 0 0 0 0 0 0 0 92 0 1 155 2490 1 0 0 8:00 AM 6110 0 0 0 0 0 0 0 80 0 2 90 1720 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 62 0 2 75 1420 3 0 0 8:30 AM 0 0 0 0 0 0 0 0 84 0 0 79 1640 1 0 0 8:45 AM 0 0 0 0 2 0 0 0 64 0 1 66 1330 0 0 0 Count Total 0 1 0 0 3 0 0 1 579 0 6 957 1,5621 11 2 1 Peak Hour 0 1 0 0 1 0 0 1 289 0 1 647 9511 7 2 1 HV% PHF 0.25 0.50 0.79 0.90 0.0% 0.0% 1.0% 1.2% 1.2% 0.95 EB WB NB SB All 0000 0 0 0 0 0 8 3 0 0 38 0 0 N S EW 0 0 80300Heavy VehiclesInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 4 4 7:15 AM 0 1 0 2 3 7:30 AM 0 1 0 1 2 7:45 AM 0 1 0 1 2 8:00 AM 0 0 0 2 2 8:15 AM 0 1 0 1 2 8:30 AM 0 0 0 2 2 8:45 AM 0 0 0 0 0 Count Total 0 4 0 13 17 Peak Hour 0 3 0 8 11 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 7:00 AM 0 0 0 0 0 7:15 AM 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:45 AM 0 0 0 0 0 8:00 AM 0 0 0 0 0 8:15 AM 0 0 0 0 0 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis PM Peak Hour Peak Hour:04:00 PM - 05:00 PM SB I5 ONRAMP SB I5 OFFRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:10 SB I5 ONRAMP & S 320TH ST PM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk93304620 1,170 133 303 1,280 0 1,396 0 1,303 1,742 0437 1,583 2,103 N S EW 0 0 10000S 320TH ST S 320TH STSB I5 ONRAMPSB I5 OFFRAMP3,975 5 010N S EW 0010 3 2 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 4,2820 0 308 0 36 313 0 0 0 0 121 0 1,08883 0 0 227 4:15 PM 4,2380 0 311 0 31 277 0 0 0 0 132 0 1,07779 0 0 247 4:30 PM 4,2170 0 344 0 37 299 0 0 0 0 99 1 1,06065 0 0 215 4:45 PM 4,1490 0 317 0 29 281 0 0 0 0 110 0 1,05776 0 0 244 5:00 PM 4,0970 0 310 0 32 301 0 0 0 0 134 0 1,04473 0 0 194 5:15 PM 0 0 322 0 25 328 0 0 0 0 103 0 1,05683 0 0 195 5:30 PM 0 0 296 0 22 254 0 0 0 0 126 1 99268 0 0 225 5:45 PM 0 0 325 0 16 266 0 0 0 0 88 0 1,00584 0 0 226 Count Total 0 0 2,533 0 228 2,319 0 0 0 0 913 2 8,379611 0 0 1,773 Peak Hour 0 0 1,280 0 133 1,170 0 0 0 0 462 1 4,282303 0 0 933 HV% PHF 0.97 0.93 0.00 0.92 1.5% 0.9% 0.0% 0.8% 1.1% 0.98 EB WB NB SB All 4070 11 1 9 14 0 11 0 12 21 010 23 15 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 10 0 4 1 15 4:15 PM 6 0 3 3 12 4:30 PM 3 0 4 4 11 4:45 PM 4 0 1 3 8 5:00 PM 10 0 4 4 18 5:15 PM 6 0 1 2 9 5:30 PM 7 0 6 5 18 5:45 PM 9 0 2 3 14 Count Total 55 0 25 25 105 Peak Hour 23 0 12 11 46 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 1 1 4:15 PM 0 1 0 1 2 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 3 3 5:00 PM 1 0 0 0 1 5:15 PM 0 0 0 0 0 5:30 PM 1 0 0 0 1 5:45 PM 0 0 0 0 0 Count Total 2 1 0 5 8 Peak Hour 0 1 0 5 6 Peak Hour:04:15 PM - 05:15 PM NB I5 OFFRAMP NB I5 ONRAMPS 320TH STS 320TH ST (303) 216-2439 www.alltrafficdata.net Location:9 NB I5 OFFRAMP & S 320TH ST PM Thursday, November 21, 2019Date: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk000235 883 0 285 1,485 0 0 235 1,118 1,700 609285 1,770 1,277 N S EW 0 0 039402150S 320TH ST S 320TH STNB I5 OFFRAMPNB I5 ONRAMP3,435 5 280N S EW 0226 2 3 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 3,4900 0 285 0 0 229 0 115 0 0 0 0 881146 65 41 0 4:15 PM 3,4970 0 392 0 0 240 0 103 0 0 0 0 89956 59 49 0 4:30 PM 3,4960 0 357 0 0 217 0 95 0 0 0 0 86788 62 48 0 4:45 PM 3,4600 0 339 0 0 198 0 110 0 0 0 0 84389 48 59 0 5:00 PM 3,3860 0 397 0 0 228 0 86 0 0 0 0 88852 66 59 0 5:15 PM 0 0 321 0 0 216 0 122 0 0 0 0 898105 54 80 0 5:30 PM 0 0 303 0 0 188 0 111 0 0 0 0 831119 42 68 0 5:45 PM 0 0 300 0 0 181 0 96 0 0 0 0 769115 37 40 0 Count Total 0 0 2,694 0 0 1,697 0 838 0 0 0 0 6,876770 433 444 0 Peak Hour 0 0 1,485 0 0 883 0 394 0 0 0 0 3,497285 235 215 0 HV% PHF 0.99 0.93 0.90 0.00 2.0% 1.2% 1.6% 0.0% 1.7% 0.97 EB WB NB SB All 0003 10 0 8 27 0 0 3 13 28 108 35 19 N S EW 0 0 09010Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 10 5 6 0 21 4:15 PM 8 7 7 0 22 4:30 PM 8 1 2 0 11 4:45 PM 5 2 0 0 7 5:00 PM 14 0 4 0 18 5:15 PM 5 2 0 0 7 5:30 PM 8 2 1 0 11 5:45 PM 9 1 3 0 13 Count Total 67 20 23 0 110 Peak Hour 35 10 13 0 58 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 2 1 3 6 4:30 PM 0 2 1 1 4 4:45 PM 0 3 0 0 3 5:00 PM 0 1 0 1 2 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 2 2 5:45 PM 0 0 0 0 0 Count Total 0 8 2 7 17 Peak Hour 0 8 2 5 15 Peak Hour:04:15 PM - 05:15 PM 32ND AVE S 32ND AVE SS 320TH ST S 320TH ST (303) 216-2439 www.alltrafficdata.net Location:8 32ND AVE S & S 320TH ST PM Thursday, November 21, 2019Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk0000 998 11 38 1,647 1 0 1 1,009 1,718 18549 1,690 1,116 N S EW 0 4 01140710S 320TH ST S 320TH ST 32ND AVE S32ND AVE S2,857 1 100N S EW 0100 1 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 2,7782 0 327 0 1 249 0 41 0 0 0 0 6524 0 28 0 4:15 PM 2,8842 0 431 0 5 272 0 17 0 0 0 0 75012 0 11 0 4:30 PM 2,8280 0 411 0 2 257 0 26 0 0 0 0 7173 0 18 0 4:45 PM 2,7552 1 384 0 1 214 0 27 0 0 0 0 65911 0 19 0 5:00 PM 2,6580 0 421 0 3 255 0 44 0 0 0 0 75812 0 23 0 5:15 PM 3 0 406 0 2 240 0 22 0 0 0 0 69410 0 11 0 5:30 PM 3 1 386 0 4 205 0 24 0 0 0 0 6443 0 18 0 5:45 PM 3 0 330 0 1 192 0 19 0 0 0 0 56212 0 5 0 Count Total 15 2 3,096 0 19 1,884 0 220 0 0 0 0 5,43667 0 133 0 Peak Hour 4 1 1,647 0 11 998 0 114 0 0 0 0 2,88438 0 71 0 HV% PHF 0.95 0.91 0.69 0.00 1.8% 1.4% 0.0% 0.0% 1.5% 0.95 EB WB NB SB All 0000 14 0 1 29 0 0 0 14 29 01 30 14 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 5 1 5 0 11 4:15 PM 9 0 7 0 16 4:30 PM 5 0 3 0 8 4:45 PM 4 0 0 0 4 5:00 PM 12 0 4 0 16 5:15 PM 3 0 2 0 5 5:30 PM 2 1 1 0 4 5:45 PM 3 0 3 0 6 Count Total 43 2 25 0 70 Peak Hour 30 0 14 0 44 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 1 0 0 1 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 1 1 2 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 1 1 5:45 PM 0 0 0 0 0 Count Total 0 1 1 2 4 Peak Hour 0 0 1 1 2 Peak Hour:04:30 PM - 05:30 PM 32nd Ave S 32nd Ave SS 316th StS 316th St (303) 216-2439 www.alltrafficdata.net Location:2 32nd Ave S & S 316th St PM Wednesday, November 4, 2020Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk0027 0 0 0 0 0 5 8 7 4 33 0 0 N S EW 0 0 30120S 316th St S 316th St32nd Ave S32nd Ave S15 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 120 0 0 0 0 0 0 0 0 0 0 0 30 2 1 0 4:15 PM 100 0 0 0 0 0 0 0 0 0 0 0 10 0 1 0 4:30 PM 150 0 0 0 0 0 0 0 0 0 1 0 50 3 1 0 4:45 PM 120 0 0 0 0 0 0 0 0 0 1 0 30 2 0 0 5:00 PM 110 0 0 0 0 0 0 0 0 0 0 0 10 0 1 0 5:15 PM 0 0 0 0 0 0 0 0 1 0 0 3 60 2 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 20 1 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 20 1 0 0 Count Total 0 0 0 0 0 0 0 0 1 0 3 4 230 11 4 0 Peak Hour 0 0 0 0 0 0 0 0 1 0 2 3 150 7 2 0 HV% PHF 0.00 0.58 0.75 0.42 0.0% 0.0% 0.0% 0.0% 0.0% 0.63 EB WB NB SB All 0000 0 0 0 0 0 0 0 0 0 00 0 0 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Peak Hour:04:45 PM - 05:45 PM Military Rd S Military Rd SS 316th StS 316th St (303) 216-2439 www.alltrafficdata.net Location:3 Military Rd S & S 316th St PM Wednesday, November 4, 2020Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk311018 0 1 1 0 5 456 473 19 14 456444 6 6 N S EW 0 0 442344940S 316th St S 316th StMilitary Rd SMilitary Rd S937 0 000N S EW 0000 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 4:00 PM 9290 1 0 0 2 0 0 0 139 0 4 109 2610 1 3 2 4:15 PM 8940 0 0 0 0 0 0 0 120 0 0 98 2220 0 4 0 4:30 PM 9230 1 0 0 0 0 0 1 107 0 5 92 2110 1 2 2 4:45 PM 9370 1 0 0 0 0 0 0 106 0 4 119 2350 3 0 2 5:00 PM 8990 2 0 0 0 0 0 1 118 1 1 98 2261 2 2 0 5:15 PM 0 2 0 0 1 0 0 0 115 0 5 117 2510 8 2 1 5:30 PM 0 0 0 0 0 0 0 2 110 0 0 108 2250 5 0 0 5:45 PM 0 0 0 0 0 0 0 0 85 0 3 106 1970 3 0 0 Count Total 0 7 0 0 3 0 0 4 900 1 22 847 1,8281 23 13 7 Peak Hour 0 5 0 0 1 0 0 3 449 1 10 442 9371 18 4 3 HV% PHF 0.50 0.53 0.94 0.91 0.0% 0.0% 0.0% 0.0% 0.0% 0.93 EB WB NB SB All 0000 0 0 0 0 0 0 0 0 0 00 0 0 N S EW 0 0 00000Heavy VehiclesInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 4:00 PM 0 0 0 0 0 4:15 PM 0 0 0 0 0 4:30 PM 0 0 0 0 0 4:45 PM 0 0 0 0 0 5:00 PM 0 0 0 0 0 5:15 PM 0 0 0 0 0 5:30 PM 0 0 0 0 0 5:45 PM 0 0 0 0 0 Count Total 0 0 0 0 0 Peak Hour 0 0 0 0 0 Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis ATTACHMENT B Intersection LOS Summary Sheets Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis 2020 Existing AM Peak Hour Lanes, Volumes, Timings 1: 32nd Ave S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 4 1 1 0 4 0 Future Volume (vph) 4 1 1 0 4 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 4% 0% 7% Link Speed (mph) 25 25 25 Link Distance (ft) 1711 950 336 Travel Time (s) 46.7 25.9 9.2 Confl. Peds. (#/hr) 2 1 1 1 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 32nd Ave S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 2 Intersection Int Delay, s/veh 7.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 4 1 1 0 4 0 Future Vol, veh/h 4 1 1 0 4 0 Conflicting Peds, #/hr 2 1 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 4 - 0 - - 7 Peak Hour Factor 67 67 67 67 67 67 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 6 1 1 0 6 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 16 3 0 0 2 0 Stage 1 2 - - - - - Stage 2 14 - - - - - Critical Hdwy 7.2 6.6 - - 4.1 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.2 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1004 1086 - - 1634 - Stage 1 1026 - - - - - Stage 2 1011 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 997 1084 - - 1632 - Mov Cap-2 Maneuver 997 - - - - - Stage 1 1025 - - - - - Stage 2 1005 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 7.2 HCM LOS A Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 1013 1632 - HCM Lane V/C Ratio - - 0.007 0.004 - HCM Control Delay (s) - - 8.6 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 2: Military Rd S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 0 1 1 0 9 1 376 3 1 841 1 Future Volume (vph) 1 0 1 1 0 9 1 376 3 1 841 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 4% -8% Link Speed (mph) 25 25 40 40 Link Distance (ft) 1711 180 379 518 Travel Time (s) 46.7 4.9 6.5 8.8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Military Rd S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 4 Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 1 1 0 9 1 376 3 1 841 1 Future Vol, veh/h 1 0 1 1 0 9 1 376 3 1 841 1 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 4 - - -8 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 1 0 1 1 0 9 1 396 3 1 885 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1292 1289 886 1288 1288 398 886 0 0 399 0 0 Stage 1 888 888 - 400 400 - - - - - - - Stage 2 404 401 - 888 888 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 141 165 346 142 165 656 773 - - 1171 - - Stage 1 341 365 - 630 605 - - - - - - - Stage 2 627 604 - 341 365 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 139 164 346 141 164 656 773 - - 1171 - - Mov Cap-2 Maneuver 139 164 - 141 164 - - - - - - - Stage 1 340 364 - 629 604 - - - - - - - Stage 2 617 603 - 339 364 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.4 12.7 0 0 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 773 - - 198 480 1171 - - HCM Lane V/C Ratio 0.001 - - 0.011 0.022 0.001 - - HCM Control Delay (s) 9.7 0 - 23.4 12.7 8.1 0 - HCM Lane LOS A A - C B A A - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 904 330 173 869 0 0 0 0 121 1 503 Future Volume (vph) 0 904 330 173 869 0 0 0 0 121 1 503 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 433 1036 720 744 Travel Time (s) 8.4 20.2 14.0 14.5 Confl. Peds. (#/hr) 1 1 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 3% 2% 4% 3% 0% 0% 0% 0% 3% 100% 4% Shared Lane Traffic (%)50% Turn Type NA Perm pm+pt NA Split NA Prot Protected Phases 2 1 6 4 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 16.3 16.3 10.5 48.3 36.9 36.9 36.9 Total Split (s) 42.0 42.0 30.0 72.0 38.0 38.0 38.0 Total Split (%) 38.2% 38.2% 27.3% 65.5%34.5% 34.5% 34.5% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 33 (30%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 904 330 173 869 0 0 0 0 121 1 503 Future Volume (veh/h) 0 904 330 173 869 0 0 0 0 121 1 503 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1856 1870 1841 1856 0 1856 418 1841 Adj Flow Rate, veh/h 0 932 247 178 896 0 126 0 175 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 3 2 4 3 0 3 100 4 Cap, veh/h 0 2471 1111 426 2814 0 321 0 425 Arrive On Green 0.00 0.70 0.70 0.05 0.80 0.00 0.09 0.00 0.09 Sat Flow, veh/h 0 3618 1585 1753 3618 0 3534 0 4680 Grp Volume(v), veh/h 0 932 247 178 896 0 126 0 175 Grp Sat Flow(s),veh/h/ln 0 1763 1585 1753 1763 0 1767 0 1560 Q Serve(g_s), s 0.0 11.8 6.1 2.9 7.6 0.0 3.7 0.0 3.9 Cycle Q Clear(g_c), s 0.0 11.8 6.1 2.9 7.6 0.0 3.7 0.0 3.9 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2471 1111 426 2814 0 321 0 425 V/C Ratio(X) 0.00 0.38 0.22 0.42 0.32 0.00 0.39 0.00 0.41 Avail Cap(c_a), veh/h 0 2471 1111 734 2814 0 1031 0 1366 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.78 0.78 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 6.7 5.8 4.7 3.0 0.0 47.1 0.0 47.2 Incr Delay (d2), s/veh 0.0 0.4 0.5 0.4 0.2 0.0 0.8 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 4.0 1.9 0.8 1.9 0.0 1.6 0.0 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 7.1 6.3 5.1 3.2 0.0 47.9 0.0 47.9 LnGrp LOS A A A A A A D A D Approach Vol, veh/h 1179 1074 301 Approach Delay, s/veh 7.0 3.5 47.9 Approach LOS A A D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 10.7 83.4 15.9 94.1 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 24.5 35.7 32.1 65.7 Max Q Clear Time (g_c+I1), s 4.9 13.8 5.9 9.6 Green Ext Time (p_c), s 0.3 9.1 1.1 9.5 Intersection Summary HCM 6th Ctrl Delay 10.3 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. User approved changes to right turn type. Lanes, Volumes, Timings 4: I-5 NB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 603 395 0 672 305 396 2 437 0 0 0 Future Volume (vph) 0 603 395 0 672 305 396 2 437 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 250 0 0 0 Storage Lanes 0 1 0 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1036 743 781 817 Travel Time (s) 20.2 14.5 15.2 15.9 Confl. Peds. (#/hr) 2 2 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 2% 5% 0% 4% 6% 3% 0% 3% 0% 0% 0% Shared Lane Traffic (%)10% Turn Type NA Free NA Split NA Protected Phases 2 6 4 4 Permitted Phases Free Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 33.9 33.9 Total Split (s) 74.0 74.0 36.0 36.0 Total Split (%) 67.3% 67.3% 32.7% 32.7% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 110 Actuated Cycle Length: 110 Offset: 62 (56%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 603 395 0 672 305 396 2 437 0 0 0 Future Volume (veh/h) 0 603 395 0 672 305 396 2 437 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1826 0 1841 1811 1856 1900 1856 Adj Flow Rate, veh/h 0 641 0 0 715 0 318 146 214 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 2 5 0 4 6 3 0 3 Cap, veh/h 0 2312 0 2275 422 166 243 Arrive On Green 0.00 0.21 0.00 0.00 0.65 0.00 0.24 0.24 0.24 Sat Flow, veh/h 0 3647 1547 0 3681 0 1767 696 1019 Grp Volume(v), veh/h 0 641 0 0 715 0 318 0 360 Grp Sat Flow(s),veh/h/ln 0 1777 1547 0 1749 0 1767 0 1715 Q Serve(g_s), s 0.0 16.6 0.0 0.0 9.9 0.0 18.4 0.0 22.3 Cycle Q Clear(g_c), s 0.0 16.6 0.0 0.0 9.9 0.0 18.4 0.0 22.3 Prop In Lane 0.00 1.00 0.00 0.00 1.00 0.59 Lane Grp Cap(c), veh/h 0 2312 0 2275 422 0 409 V/C Ratio(X) 0.00 0.28 0.00 0.31 0.75 0.00 0.88 Avail Cap(c_a), veh/h 0 2312 0 2275 484 0 469 HCM Platoon Ratio 1.00 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.91 0.00 0.00 0.96 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 21.6 0.0 0.0 8.4 0.0 38.9 0.0 40.4 Incr Delay (d2), s/veh 0.0 0.3 0.0 0.0 0.3 0.0 6.1 0.0 16.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.9 0.0 0.0 3.5 0.0 8.5 0.0 11.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 21.9 0.0 0.0 8.8 0.0 45.0 0.0 56.6 LnGrp LOS A C A A D A E Approach Vol, veh/h 641 A 715 A 678 Approach Delay, s/veh 21.9 8.8 51.2 Approach LOS C A D Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 77.9 32.1 77.9 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 67.7 30.1 67.7 Max Q Clear Time (g_c+I1), s 18.6 24.3 11.9 Green Ext Time (p_c), s 6.0 2.0 7.0 Intersection Summary HCM 6th Ctrl Delay 27.0 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: 32nd Ave S & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 867 201 48 952 0 15 0 5 0 0 1 Future Volume (vph) 4 867 201 48 952 0 15 0 5 0 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 150 450 250 0 250 0 0 0 Storage Lanes 1 1 1 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 25 25 Link Distance (ft) 743 789 894 370 Travel Time (s) 12.7 13.4 24.4 10.1 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 0% 3% 1% 0% 4% 0% 7% 0% 40% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Detector Phase 7 4 4 3 8 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 30.0 30.0 10.0 10.0 22.0 10.0 10.0 10.0 Total Split (s) 15.0 50.0 50.0 15.0 50.0 25.0 55.0 30.0 30.0 Total Split (%) 12.5% 41.7% 41.7% 12.5% 41.7% 20.8% 45.8% 25.0% 25.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 109 (91%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 867 201 48 952 0 15 0 5 0 0 1 Future Volume (vph) 4 867 201 48 952 0 15 0 5 0 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 0.86 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 3505 1599 1805 3471 1712 1153 1644 Flt Permitted 0.27 1.00 1.00 0.28 1.00 0.95 1.00 1.00 Satd. Flow (perm) 520 3505 1599 530 3471 1712 1153 1644 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 4 922 214 51 1013 0 16 0 5 0 0 1 RTOR Reduction (vph) 0 0 53 0 0 0 0 5 0 0 1 0 Lane Group Flow (vph) 4 922 161 51 1013 0 16 0 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 3% 1% 0% 4% 0% 7% 0% 40% 0% 0% 0% Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 91.1 90.1 90.1 97.7 93.4 4.6 10.6 1.0 Effective Green, g (s) 91.1 90.1 90.1 97.7 93.4 4.6 10.6 1.0 Actuated g/C Ratio 0.76 0.75 0.75 0.81 0.78 0.04 0.09 0.01 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 1.5 2.5 2.5 1.5 2.5 1.5 1.0 1.0 Lane Grp Cap (vph) 405 2631 1200 477 2701 65 101 13 v/s Ratio Prot 0.00 0.26 c0.00 c0.29 c0.01 c0.00 0.00 v/s Ratio Perm 0.01 0.10 0.08 v/c Ratio 0.01 0.35 0.13 0.11 0.38 0.25 0.00 0.00 Uniform Delay, d1 3.5 5.1 4.1 2.5 4.2 56.0 49.9 59.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.4 0.2 0.0 0.4 0.7 0.0 0.0 Delay (s) 3.5 5.4 4.4 2.6 4.6 56.7 49.9 59.0 Level of Service A A A A A E D E Approach Delay (s) 5.2 4.5 55.1 59.0 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 5.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.37 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 50.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis 2020 Existing PM Peak Hour Lanes, Volumes, Timings 1: 32nd Ave S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 9 1 3 3 4 Future Volume (vph) 0 9 1 3 3 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 4% 0% 7% Link Speed (mph) 25 25 25 Link Distance (ft) 1699 951 493 Travel Time (s) 46.3 25.9 13.4 Peak Hour Factor 0.63 0.63 0.63 0.63 0.63 0.63 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 32nd Ave S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 2 Intersection Int Delay, s/veh 4.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 9 1 3 3 4 Future Vol, veh/h 0 9 1 3 3 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 4 - 0 - - 7 Peak Hour Factor 63 63 63 63 63 63 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 0 14 2 5 5 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 21 5 0 0 7 0 Stage 1 5 - - - - - Stage 2 16 - - - - - Critical Hdwy 7.2 6.6 - - 4.1 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.2 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 996 1083 - - 1627 - Stage 1 1022 - - - - - Stage 2 1008 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 993 1083 - - 1627 - Mov Cap-2 Maneuver 993 - - - - - Stage 1 1022 - - - - - Stage 2 1005 - - - - - Approach WB NB SB HCM Control Delay, s 8.4 0 3.1 HCM LOS A Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 1083 1627 - HCM Lane V/C Ratio - - 0.013 0.003 - HCM Control Delay (s) - - 8.4 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 2: Military Rd S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 0 1 1 0 23 4 584 5 14 575 4 Future Volume (vph) 7 0 1 1 0 23 4 584 5 14 575 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 4% -8% Link Speed (mph) 25 25 40 40 Link Distance (ft) 1699 167 465 497 Travel Time (s) 46.3 4.6 7.9 8.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Military Rd S & S 316th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 4 Intersection Int Delay, s/veh 0.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 0 1 1 0 23 4 584 5 14 575 4 Future Vol, veh/h 7 0 1 1 0 23 4 584 5 14 575 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 4 - - -8 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 8 0 1 1 0 25 4 628 5 15 618 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1301 1291 620 1290 1291 631 622 0 0 633 0 0 Stage 1 650 650 - 639 639 - - - - - - - Stage 2 651 641 - 651 652 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 139 165 492 142 165 485 969 - - 960 - - Stage 1 461 468 - 468 474 - - - - - - - Stage 2 461 473 - 461 467 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 129 160 492 138 160 485 969 - - 960 - - Mov Cap-2 Maneuver 129 160 - 138 160 - - - - - - - Stage 1 458 457 - 465 471 - - - - - - - Stage 2 435 470 - 449 456 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32 13.7 0.1 0.2 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 969 - - 142 439 960 - - HCM Lane V/C Ratio 0.004 - - 0.061 0.059 0.016 - - HCM Control Delay (s) 8.7 0 - 32 13.7 8.8 0 - HCM Lane LOS A A - D B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0 - - Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1306 309 136 1193 0 0 0 0 471 1 952 Future Volume (vph) 0 1306 309 136 1193 0 0 0 0 471 1 952 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 428 1026 747 744 Travel Time (s) 8.3 20.0 14.6 14.5 Confl. Peds. (#/hr) 5 1 1 5 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 0% 1% 3% 1% 1% 0% 0% 0% 0% 2% 0% 1% Shared Lane Traffic (%)50% Turn Type NA Perm pm+pt NA Split NA custom Protected Phases 2 1 6 4 4 5 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 5 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 5.0 Minimum Split (s) 16.3 16.3 15.5 48.3 36.9 36.9 10.9 Total Split (s) 100.0 100.0 20.0 100.0 40.0 40.0 20.0 Total Split (%) 62.5% 62.5% 12.5% 62.5%25.0% 25.0% 12.5% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 20 (13%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1306 309 136 1193 0 0 0 0 471 1 952 Future Volume (veh/h) 0 1306 309 136 1193 0 0 0 0 471 1 952 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1885 1856 1885 1885 0 1870 1900 1885 Adj Flow Rate, veh/h 0 1333 264 139 1217 0 482 0 709 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 0 1 3 1 1 0 2 0 1 Cap, veh/h 0 2361 1036 159 2673 0 632 0 851 Arrive On Green 0.00 0.66 0.66 0.11 1.00 0.00 0.18 0.00 0.18 Sat Flow, veh/h 0 3676 1572 1795 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1333 264 139 1217 0 482 0 709 Grp Sat Flow(s),veh/h/ln 0 1791 1572 1795 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 32.3 11.0 6.3 0.0 0.0 20.6 0.0 22.8 Cycle Q Clear(g_c), s 0.0 32.3 11.0 6.3 0.0 0.0 20.6 0.0 22.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2361 1036 159 2673 0 632 0 851 V/C Ratio(X) 0.00 0.56 0.25 0.87 0.46 0.00 0.76 0.00 0.83 Avail Cap(c_a), veh/h 0 2361 1036 227 2673 0 759 0 1021 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.80 0.80 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 14.8 11.2 53.6 0.0 0.0 62.6 0.0 63.5 Incr Delay (d2), s/veh 0.0 1.0 0.6 16.9 0.4 0.0 3.8 0.0 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 13.1 4.0 6.0 0.2 0.0 9.6 0.0 19.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 15.8 11.8 70.5 0.4 0.0 66.4 0.0 68.7 LnGrp LOS A B B E A A E A E Approach Vol, veh/h 1597 1356 1191 Approach Delay, s/veh 15.1 7.6 67.7 Approach LOS B A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 13.9 111.8 34.3 125.7 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 14.5 93.7 34.1 93.7 Max Q Clear Time (g_c+I1), s 8.3 34.3 24.8 2.0 Green Ext Time (p_c), s 0.1 20.9 3.6 16.1 Intersection Summary HCM 6th Ctrl Delay 27.8 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Lanes, Volumes, Timings 4: I-5 NB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1515 291 0 901 240 402 0 219 0 0 0 Future Volume (vph) 0 1515 291 0 901 240 402 0 219 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 250 0 0 0 Storage Lanes 0 1 0 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1026 737 781 800 Travel Time (s) 20.0 14.4 15.2 15.6 Confl. Peds. (#/hr) 5 8 8 5 2 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 2% 3% 0% 1% 1% 2% 0% 1% 0% 0% 0% Shared Lane Traffic (%)19% Turn Type NA Free NA Split NA Protected Phases 2 6 4 4 Permitted Phases Free Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 115.0 115.0 45.0 45.0 Total Split (%) 71.9% 71.9% 28.1% 28.1% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 63 (39%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1515 291 0 901 240 402 0 219 0 0 0 Future Volume (veh/h) 0 1515 291 0 901 240 402 0 219 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1856 0 1885 1885 1870 1900 1885 Adj Flow Rate, veh/h 0 1562 0 0 929 0 288 176 162 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 0 2 3 0 1 1 2 0 1 Cap, veh/h 0 2522 0 2542 381 195 179 Arrive On Green 0.00 1.00 0.00 0.00 1.00 0.00 0.21 0.21 0.21 Sat Flow, veh/h 0 3647 1572 0 3770 0 1781 909 837 Grp Volume(v), veh/h 0 1562 0 0 929 0 288 0 338 Grp Sat Flow(s),veh/h/ln 0 1777 1572 0 1791 0 1781 0 1747 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 24.3 0.0 30.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 24.3 0.0 30.2 Prop In Lane 0.00 1.00 0.00 0.00 1.00 0.48 Lane Grp Cap(c), veh/h 0 2522 0 2542 381 0 374 V/C Ratio(X) 0.00 0.62 0.00 0.37 0.76 0.00 0.90 Avail Cap(c_a), veh/h 0 2522 0 2542 435 0 427 HCM Platoon Ratio 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.76 0.00 0.00 0.92 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 59.0 0.0 61.3 Incr Delay (d2), s/veh 0.0 0.9 0.0 0.0 0.4 0.0 6.9 0.0 21.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.0 0.0 0.1 0.0 11.7 0.0 15.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.9 0.0 0.0 0.4 0.0 65.8 0.0 82.4 LnGrp LOS A A A A E A F Approach Vol, veh/h 1562 A 929 A 626 Approach Delay, s/veh 0.9 0.4 74.8 Approach LOS A A E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 119.9 40.1 119.9 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 108.7 39.1 108.7 Max Q Clear Time (g_c+I1), s 2.0 32.2 2.0 Green Ext Time (p_c), s 27.3 2.1 10.2 Intersection Summary HCM 6th Ctrl Delay 15.6 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: 32nd Ave S & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1680 39 11 1018 0 116 0 72 0 0 0 Future Volume (vph) 5 1680 39 11 1018 0 116 0 72 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 150 450 250 0 250 0 0 0 Storage Lanes 1 1 1 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 25 25 Link Distance (ft) 737 844 499 368 Travel Time (s) 12.6 14.4 13.6 10.0 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 3% 0% 1% 0% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Detector Phase 7 4 4 3 8 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 30.0 30.0 10.0 10.0 22.0 10.0 10.0 10.0 Total Split (s) 10.0 87.0 87.0 12.0 89.0 31.0 61.0 30.0 30.0 Total Split (%) 6.3% 54.4% 54.4% 7.5% 55.6% 19.4% 38.1% 18.8% 18.8% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 85 (53%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 11/24/2020 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2020 Existing - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1680 39 11 1018 0 116 0 72 0 0 0 Future Volume (vph) 5 1680 39 11 1018 0 116 0 72 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 3539 1568 1805 3574 1832 1614 Flt Permitted 0.25 1.00 1.00 0.10 1.00 0.95 1.00 Satd. Flow (perm) 475 3539 1568 193 3574 1832 1614 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 5 1768 41 12 1072 0 122 0 76 0 0 0 RTOR Reduction (vph) 0 0 8 0 0 0 0 65 0 0 0 0 Lane Group Flow (vph) 5 1768 33 12 1072 0 122 11 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 2% 3% 0% 1% 0% 0% 0% 0% 0% 0% 0% Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 129.4 128.4 128.4 131.4 129.4 14.6 14.6 Effective Green, g (s) 129.4 128.4 128.4 131.4 129.4 14.6 14.6 Actuated g/C Ratio 0.81 0.80 0.80 0.82 0.81 0.09 0.09 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 1.5 2.5 2.5 1.5 2.5 1.5 1.0 Lane Grp Cap (vph) 392 2840 1258 178 2890 167 147 v/s Ratio Prot 0.00 c0.50 c0.00 0.30 c0.07 0.01 v/s Ratio Perm 0.01 0.02 0.05 v/c Ratio 0.01 0.62 0.03 0.07 0.37 0.73 0.07 Uniform Delay, d1 3.1 6.2 3.2 5.5 4.2 70.8 66.5 Progression Factor 0.67 0.37 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.8 0.0 0.1 0.4 13.2 0.1 Delay (s) 2.1 3.1 3.2 5.6 4.5 84.0 66.6 Level of Service A A A A A F E Approach Delay (s) 3.1 4.6 77.3 0.0 Approach LOS A A E A Intersection Summary HCM 2000 Control Delay 8.4 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.65 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 61.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis 2022 No Action AM Peak Hour Lanes, Volumes, Timings 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 4 1 1 0 4 0 Future Volume (vph) 4 1 1 0 4 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 4% 0% 7% Link Speed (mph) 25 25 25 Link Distance (ft) 1711 950 336 Travel Time (s) 46.7 25.9 9.2 Confl. Peds. (#/hr) 2 1 1 1 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 2 Intersection Int Delay, s/veh 7.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 4 1 1 0 4 0 Future Vol, veh/h 4 1 1 0 4 0 Conflicting Peds, #/hr 2 1 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 4 - 0 - - 7 Peak Hour Factor 67 67 67 67 67 67 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 6 1 1 0 6 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 16 3 0 0 2 0 Stage 1 2 - - - - - Stage 2 14 - - - - - Critical Hdwy 7.2 6.6 - - 4.1 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.2 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1004 1086 - - 1634 - Stage 1 1026 - - - - - Stage 2 1011 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 997 1084 - - 1632 - Mov Cap-2 Maneuver 997 - - - - - Stage 1 1025 - - - - - Stage 2 1005 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 7.2 HCM LOS A Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 1013 1632 - HCM Lane V/C Ratio - - 0.007 0.004 - HCM Control Delay (s) - - 8.6 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 1 0 1 1 0 9 1 484 3 1 913 1 Future Volume (vph) 1 0 1 1 0 9 1 484 3 1 913 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 4% -8% Link Speed (mph) 25 25 40 40 Link Distance (ft) 1711 180 379 518 Travel Time (s) 46.7 4.9 6.5 8.8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 1% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 4 Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 0 1 1 0 9 1 484 3 1 913 1 Future Vol, veh/h 1 0 1 1 0 9 1 484 3 1 913 1 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 4 - - -8 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 0 2 0 0 1 0 Mvmt Flow 1 0 1 1 0 9 1 509 3 1 961 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1481 1478 962 1477 1477 511 962 0 0 512 0 0 Stage 1 964 964 - 513 513 - - - - - - - Stage 2 517 514 - 964 964 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 105 127 313 105 127 567 724 - - 1064 - - Stage 1 309 336 - 548 539 - - - - - - - Stage 2 545 539 - 309 336 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 103 126 313 104 126 567 724 - - 1064 - - Mov Cap-2 Maneuver 103 126 - 104 126 - - - - - - - Stage 1 308 335 - 547 538 - - - - - - - Stage 2 535 538 - 307 335 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 28.5 14.4 0 0 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 724 - - 155 392 1064 - - HCM Lane V/C Ratio 0.001 - - 0.014 0.027 0.001 - - HCM Control Delay (s) 10 0 - 28.5 14.4 8.4 0 - HCM Lane LOS A A - D B A A - HCM 95th %tile Q(veh) 0 - - 0 0.1 0 - - Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1165 344 184 920 0 0 0 0 298 1 523 Future Volume (vph) 0 1165 344 184 920 0 0 0 0 298 1 523 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 430 1036 720 744 Travel Time (s) 8.4 20.2 14.0 14.5 Confl. Peds. (#/hr) 1 1 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 4% 2% 4% 3% 0% 0% 0% 0% 6% 100% 4% Shared Lane Traffic (%)50% Turn Type NA Perm pm+pt NA Split NA Prot Protected Phases 2 1 6 4 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 16.3 16.3 10.5 48.3 36.9 36.9 36.9 Total Split (s) 61.4 61.4 21.6 83.0 37.0 37.0 37.0 Total Split (%) 51.2% 51.2% 18.0% 69.2%30.8% 30.8% 30.8% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 86 (72%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1165 344 184 920 0 0 0 0 298 1 523 Future Volume (veh/h) 0 1165 344 184 920 0 0 0 0 298 1 523 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1841 1870 1841 1856 0 1811 418 1841 Adj Flow Rate, veh/h 0 1165 344 184 920 0 299 0 523 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 4 2 4 3 0 6 100 4 Cap, veh/h 0 2270 1029 316 2640 0 516 0 700 Arrive On Green 0.00 0.65 0.65 0.11 1.00 0.00 0.15 0.00 0.15 Sat Flow, veh/h 0 3589 1585 1753 3618 0 3450 0 4680 Grp Volume(v), veh/h 0 1165 344 184 920 0 299 0 523 Grp Sat Flow(s),veh/h/ln 0 1749 1585 1753 1763 0 1725 0 1560 Q Serve(g_s), s 0.0 21.0 11.7 4.2 0.0 0.0 9.7 0.0 12.8 Cycle Q Clear(g_c), s 0.0 21.0 11.7 4.2 0.0 0.0 9.7 0.0 12.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2270 1029 316 2640 0 516 0 700 V/C Ratio(X) 0.00 0.51 0.33 0.58 0.35 0.00 0.58 0.00 0.75 Avail Cap(c_a), veh/h 0 2270 1029 457 2640 0 894 0 1213 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.72 0.72 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 11.1 9.4 9.2 0.0 0.0 47.5 0.0 48.9 Incr Delay (d2), s/veh 0.0 0.8 0.9 0.9 0.3 0.0 1.0 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.8 4.0 1.3 0.1 0.0 4.2 0.0 5.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 11.9 10.3 10.2 0.3 0.0 48.5 0.0 50.5 LnGrp LOS A B B B A A D A D Approach Vol, veh/h 1509 1104 822 Approach Delay, s/veh 11.5 1.9 49.8 Approach LOS B A D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 11.9 84.2 23.8 96.2 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 16.1 55.1 31.1 76.7 Max Q Clear Time (g_c+I1), s 6.2 23.0 14.8 2.0 Green Ext Time (p_c), s 0.2 14.6 3.1 10.0 Intersection Summary HCM 6th Ctrl Delay 17.6 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. User approved changes to right turn type. Lanes, Volumes, Timings 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1027 411 0 720 329 412 2 557 0 0 0 Future Volume (vph) 0 1027 411 0 720 329 412 2 557 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 250 0 0 0 Storage Lanes 0 1 0 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1036 743 781 817 Travel Time (s) 20.2 14.5 15.2 15.9 Confl. Peds. (#/hr) 2 2 1 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 4% 5% 0% 4% 6% 3% 0% 4% 0% 0% 0% Shared Lane Traffic (%)10% Turn Type NA Free NA Split NA Protected Phases 2 6 4 4 Permitted Phases Free Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 54.0 54.0 66.0 66.0 Total Split (%) 45.0% 45.0% 55.0% 55.0% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 88 (73%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1027 411 0 720 329 412 2 557 0 0 0 Future Volume (veh/h) 0 1027 411 0 720 329 412 2 557 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1841 1826 0 1841 1811 1856 1900 1841 Adj Flow Rate, veh/h 0 1027 0 0 720 0 412 2 557 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 4 5 0 4 6 3 0 4 Cap, veh/h 0 1768 0 1768 694 2 630 Arrive On Green 0.00 1.00 0.00 0.00 1.00 0.00 0.39 0.39 0.39 Sat Flow, veh/h 0 3589 1547 0 3681 0 1767 6 1604 Grp Volume(v), veh/h 0 1027 0 0 720 0 412 0 559 Grp Sat Flow(s),veh/h/ln 0 1749 1547 0 1749 0 1767 0 1610 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 22.2 0.0 38.8 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 22.2 0.0 38.8 Prop In Lane 0.00 1.00 0.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1768 0 1768 694 0 632 V/C Ratio(X) 0.00 0.58 0.00 0.41 0.59 0.00 0.88 Avail Cap(c_a), veh/h 0 1768 0 1768 885 0 806 HCM Platoon Ratio 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.81 0.00 0.00 0.94 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 28.8 0.0 33.9 Incr Delay (d2), s/veh 0.0 1.1 0.0 0.0 0.7 0.0 1.0 0.0 10.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.0 0.0 0.2 0.0 9.4 0.0 16.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.1 0.0 0.0 0.7 0.0 29.8 0.0 43.9 LnGrp LOS A A A A C A D Approach Vol, veh/h 1027 A 720 A 971 Approach Delay, s/veh 1.1 0.7 37.9 Approach LOS A A D Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 67.0 53.0 67.0 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 47.7 60.1 47.7 Max Q Clear Time (g_c+I1), s 2.0 40.8 2.0 Green Ext Time (p_c), s 11.3 6.4 6.9 Intersection Summary HCM 6th Ctrl Delay 14.1 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 Future Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 150 450 250 0 250 0 0 0 Storage Lanes 1 1 1 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 25 25 Link Distance (ft) 743 828 894 370 Travel Time (s) 12.7 14.1 24.4 10.1 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 4% 4% 0% 4% 0% 10% 0% 38% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Detector Phase 7 4 4 3 8 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 30.0 30.0 10.0 10.0 22.0 10.0 10.0 10.0 Total Split (s) 10.0 71.0 71.0 15.0 76.0 24.0 34.0 10.0 10.0 Total Split (%) 8.3% 59.2% 59.2% 12.5% 63.3% 20.0% 28.3% 8.3% 8.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 Future Volume (vph) 4 1065 548 96 998 0 39 1 16 0 0 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.86 0.86 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1805 3471 1553 1805 3471 1666 1201 1644 Flt Permitted 0.26 1.00 1.00 0.21 1.00 0.95 1.00 1.00 Satd. Flow (perm) 498 3471 1553 395 3471 1666 1201 1644 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 4 1121 577 101 1051 0 41 1 17 0 0 1 RTOR Reduction (vph) 0 0 165 0 0 0 0 15 0 0 1 0 Lane Group Flow (vph) 4 1121 412 101 1051 0 41 3 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 4% 4% 0% 4% 0% 10% 0% 38% 0% 0% 0% Turn Type pm+pt NA Perm pm+pt NA Prot NA NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 86.7 85.7 85.7 96.3 90.5 7.5 13.5 1.0 Effective Green, g (s) 86.7 85.7 85.7 96.3 90.5 7.5 13.5 1.0 Actuated g/C Ratio 0.72 0.71 0.71 0.80 0.75 0.06 0.11 0.01 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 1.5 2.5 2.5 1.5 2.5 1.5 1.0 1.0 Lane Grp Cap (vph) 370 2478 1109 385 2617 104 135 13 v/s Ratio Prot 0.00 c0.32 c0.01 c0.30 c0.02 c0.00 0.00 v/s Ratio Perm 0.01 0.27 0.20 v/c Ratio 0.01 0.45 0.37 0.26 0.40 0.39 0.02 0.00 Uniform Delay, d1 4.7 7.2 6.7 3.9 5.2 54.1 47.4 59.0 Progression Factor 0.69 0.56 0.28 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.4 0.7 0.1 0.5 0.9 0.0 0.0 Delay (s) 3.2 4.5 2.6 4.1 5.7 55.0 47.4 59.0 Level of Service A A A A A D D E Approach Delay (s) 3.8 5.5 52.7 59.0 Approach LOS A A D E Intersection Summary HCM 2000 Control Delay 5.5 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Queuing and Blocking Report 2022 Without Project - AM Peak Hour 01/22/2021 Pape Kenworth Truck Facility (Federal Way)SimTraffic Report TENW Page 1 Intersection: 3: I-5 SB Ramps & S 320th St Movement EB EB EB WB WB WB SB SB SB SB Directions Served T T R L T T L LT R R Maximum Queue (ft) 406 416 332 224 324 318 165 230 289 247 Average Queue (ft) 235 300 78 101 116 146 85 107 97 13 95th Queue (ft) 401 454 214 193 252 257 145 195 261 101 Link Distance (ft) 388 388 388 948 948 690 690 690 690 Upstream Blk Time (%) 2 7 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 200 Storage Blk Time (%) 1 3 Queuing Penalty (veh) 3 5 Intersection: 4: I-5 NB Ramps & S 320th St Movement EB EB WB WB NB NB Directions Served T T T TR L LTR Maximum Queue (ft) 416 467 413 454 275 733 Average Queue (ft) 178 214 217 230 231 412 95th Queue (ft) 323 385 337 378 333 643 Link Distance (ft) 948 948 687 687 721 Upstream Blk Time (%)1 Queuing Penalty (veh)0 Storage Bay Dist (ft)250 Storage Blk Time (%)0 25 Queuing Penalty (veh)3 52 Intersection: 5: 32nd Ave S & S 320th St Movement EB EB EB EB WB WB WB NB NB SB Directions Served L T T R L T TR L TR LTR Maximum Queue (ft) 24 232 235 226 113 105 94 99 58 6 Average Queue (ft) 2 58 71 65 48 26 23 36 13 0 95th Queue (ft) 13 148 157 149 93 77 70 83 40 6 Link Distance (ft) 687 687 794 794 834 296 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 150 450 250 250 Storage Blk Time (%) 1 Queuing Penalty (veh) 0 Zone Summary Zone wide Queuing Penalty: 63 Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis 2022 No Action PM Peak Hour Lanes, Volumes, Timings 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 9 1 3 3 4 Future Volume (vph) 0 9 1 3 3 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 4% 0% 7% Link Speed (mph) 25 25 25 Link Distance (ft) 1699 951 493 Travel Time (s) 46.3 25.9 13.4 Peak Hour Factor 0.63 0.63 0.63 0.63 0.63 0.63 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 2 Intersection Int Delay, s/veh 4.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 9 1 3 3 4 Future Vol, veh/h 0 9 1 3 3 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 4 - 0 - - 7 Peak Hour Factor 63 63 63 63 63 63 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 0 14 2 5 5 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 21 5 0 0 7 0 Stage 1 5 - - - - - Stage 2 16 - - - - - Critical Hdwy 7.2 6.6 - - 4.1 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.2 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 996 1083 - - 1627 - Stage 1 1022 - - - - - Stage 2 1008 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 993 1083 - - 1627 - Mov Cap-2 Maneuver 993 - - - - - Stage 1 1022 - - - - - Stage 2 1005 - - - - - Approach WB NB SB HCM Control Delay, s 8.4 0 3.1 HCM LOS A Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 1083 1627 - HCM Lane V/C Ratio - - 0.013 0.003 - HCM Control Delay (s) - - 8.4 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 7 0 1 1 0 24 4 661 5 15 620 4 Future Volume (vph) 7 0 1 1 0 24 4 661 5 15 620 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 4% -8% Link Speed (mph) 25 25 40 40 Link Distance (ft) 1699 167 465 497 Travel Time (s) 46.3 4.6 7.9 8.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 4 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 7 0 1 1 0 24 4 661 5 15 620 4 Future Vol, veh/h 7 0 1 1 0 24 4 661 5 15 620 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 4 - - -8 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 8 0 1 1 0 26 4 711 5 16 667 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1436 1425 669 1424 1425 714 671 0 0 716 0 0 Stage 1 701 701 - 722 722 - - - - - - - Stage 2 735 724 - 702 703 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 112 137 461 115 137 435 929 - - 894 - - Stage 1 433 444 - 421 434 - - - - - - - Stage 2 414 433 - 432 443 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 102 132 461 112 132 435 929 - - 894 - - Mov Cap-2 Maneuver 102 132 - 112 132 - - - - - - - Stage 1 430 431 - 418 431 - - - - - - - Stage 2 387 430 - 418 430 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 39.5 14.9 0.1 0.2 HCM LOS E B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 929 - - 113 390 894 - - HCM Lane V/C Ratio 0.005 - - 0.076 0.069 0.018 - - HCM Control Delay (s) 8.9 0 - 39.5 14.9 9.1 0 - HCM Lane LOS A A - E B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0.2 0.1 - - Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1400 322 162 1341 0 0 0 0 522 1 990 Future Volume (vph) 0 1400 322 162 1341 0 0 0 0 522 1 990 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 439 1026 747 744 Travel Time (s) 8.6 20.0 14.6 14.5 Confl. Peds. (#/hr) 5 1 1 5 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 1% 3% 1% 1% 0% 0% 0% 0% 2% 0% 1% Shared Lane Traffic (%)50% Turn Type NA Perm pm+pt NA Split NA custom Protected Phases 2 1 6 4 4 5 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 5 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 5.0 Minimum Split (s) 16.3 16.3 15.5 48.3 36.9 36.9 10.9 Total Split (s) 93.9 93.9 22.4 80.8 43.7 43.7 35.5 Total Split (%) 58.7% 58.7% 14.0% 50.5%27.3% 27.3% 22.2% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 85 (53%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1400 322 162 1341 0 0 0 0 522 1 990 Future Volume (veh/h) 0 1400 322 162 1341 0 0 0 0 522 1 990 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1885 1856 1885 1885 0 1870 1900 1885 Adj Flow Rate, veh/h 0 1400 322 162 1341 0 523 0 990 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 1 3 1 1 0 2 0 1 Cap, veh/h 0 2139 938 182 2494 0 811 0 1091 Arrive On Green 0.00 0.60 0.60 0.13 1.00 0.00 0.23 0.00 0.23 Sat Flow, veh/h 0 3676 1572 1795 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1400 322 162 1341 0 523 0 990 Grp Sat Flow(s),veh/h/ln 0 1791 1572 1795 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 41.4 16.6 8.2 0.0 0.0 21.3 0.0 32.2 Cycle Q Clear(g_c), s 0.0 41.4 16.6 8.2 0.0 0.0 21.3 0.0 32.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2139 938 182 2494 0 811 0 1091 V/C Ratio(X) 0.00 0.65 0.34 0.89 0.54 0.00 0.65 0.00 0.91 Avail Cap(c_a), veh/h 0 2139 938 255 2494 0 842 0 1132 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.73 0.73 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 21.3 16.3 50.8 0.0 0.0 55.9 0.0 60.2 Incr Delay (d2), s/veh 0.0 1.6 1.0 17.0 0.6 0.0 1.6 0.0 10.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 17.5 6.3 6.9 0.2 0.0 9.7 0.0 27.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 22.9 17.3 67.8 0.6 0.0 57.6 0.0 70.6 LnGrp LOS A C B E A A E A E Approach Vol, veh/h 1722 1503 1513 Approach Delay, s/veh 21.9 7.9 66.1 Approach LOS C A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 15.9 101.8 42.3 117.7 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 16.9 87.6 37.8 74.5 Max Q Clear Time (g_c+I1), s 10.2 43.4 34.2 2.0 Green Ext Time (p_c), s 0.2 20.9 2.2 18.9 Intersection Summary HCM 6th Ctrl Delay 31.5 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Lanes, Volumes, Timings 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1651 302 0 1063 304 418 0 248 0 0 0 Future Volume (vph) 0 1651 302 0 1063 304 418 0 248 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 250 0 0 0 Storage Lanes 0 1 0 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1026 737 781 800 Travel Time (s) 20.0 14.4 15.2 15.6 Confl. Peds. (#/hr) 5 8 8 5 2 2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 2% 3% 0% 1% 2% 2% 0% 1% 0% 0% 0% Shared Lane Traffic (%)17% Turn Type NA Free NA Split NA Protected Phases 2 6 4 4 Permitted Phases Free Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 103.0 103.0 57.0 57.0 Total Split (%) 64.4% 64.4% 35.6% 35.6% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 75 (47%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1651 302 0 1063 304 418 0 248 0 0 0 Future Volume (veh/h) 0 1651 302 0 1063 304 418 0 248 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1856 0 1885 1870 1870 1900 1885 Adj Flow Rate, veh/h 0 1651 0 0 1063 0 333 119 248 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 3 0 1 2 2 0 1 Cap, veh/h 0 2412 0 2431 436 134 280 Arrive On Green 0.00 1.00 0.00 0.00 1.00 0.00 0.24 0.24 0.24 Sat Flow, veh/h 0 3647 1572 0 3770 0 1781 548 1143 Grp Volume(v), veh/h 0 1651 0 0 1063 0 333 0 367 Grp Sat Flow(s),veh/h/ln 0 1777 1572 0 1791 0 1781 0 1691 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 27.8 0.0 33.5 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 27.8 0.0 33.5 Prop In Lane 0.00 1.00 0.00 0.00 1.00 0.68 Lane Grp Cap(c), veh/h 0 2412 0 2431 436 0 414 V/C Ratio(X) 0.00 0.68 0.00 0.44 0.76 0.00 0.89 Avail Cap(c_a), veh/h 0 2412 0 2431 569 0 540 HCM Platoon Ratio 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.70 0.00 0.00 0.84 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 56.1 0.0 58.2 Incr Delay (d2), s/veh 0.0 1.1 0.0 0.0 0.5 0.0 4.9 0.0 14.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.4 0.0 0.0 0.2 0.0 13.1 0.0 15.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.1 0.0 0.0 0.5 0.0 61.0 0.0 72.2 LnGrp LOS A A A A E A E Approach Vol, veh/h 1651 A 1063 A 700 Approach Delay, s/veh 1.1 0.5 66.9 Approach LOS A A E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 114.9 45.1 114.9 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 96.7 51.1 96.7 Max Q Clear Time (g_c+I1), s 2.0 35.5 2.0 Green Ext Time (p_c), s 30.4 3.7 12.7 Intersection Summary HCM 6th Ctrl Delay 14.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1783 99 18 1094 0 262 3 147 0 0 0 Future Volume (vph) 5 1783 99 18 1094 0 262 3 147 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 150 450 250 0 250 0 0 0 Storage Lanes 1 1 1 0 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 25 25 Link Distance (ft) 737 841 499 368 Travel Time (s) 12.6 14.3 13.6 10.0 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 2% 7% 0% 2% 0% 1% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Detector Phase 7 4 4 3 8 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 30.0 30.0 10.0 10.0 22.0 10.0 10.0 10.0 Total Split (s) 10.0 102.0 102.0 10.0 102.0 38.0 48.0 10.0 10.0 Total Split (%) 6.3% 63.8% 63.8% 6.3% 63.8% 23.8% 30.0% 6.3% 6.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 76 (48%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 Without Project - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 5 1783 99 18 1094 0 262 3 147 0 0 0 Future Volume (vph) 5 1783 99 18 1094 0 262 3 147 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 3539 1509 1805 3539 1814 1623 Flt Permitted 0.21 1.00 1.00 0.06 1.00 0.95 1.00 Satd. Flow (perm) 406 3539 1509 123 3539 1814 1623 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 5 1877 104 19 1152 0 276 3 155 0 0 0 RTOR Reduction (vph) 0 0 30 0 0 0 0 57 0 0 0 0 Lane Group Flow (vph) 5 1877 74 19 1152 0 276 101 0 0 0 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 2% 7% 0% 2% 0% 1% 0% 0% 0% 0% 0% Turn Type pm+pt NA Perm pm+pt NA Prot NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 115.5 114.5 114.5 119.5 116.5 27.5 27.5 Effective Green, g (s) 115.5 114.5 114.5 119.5 116.5 27.5 27.5 Actuated g/C Ratio 0.72 0.72 0.72 0.75 0.73 0.17 0.17 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 1.5 2.5 2.5 1.5 2.5 1.5 1.0 Lane Grp Cap (vph) 301 2532 1079 123 2576 311 278 v/s Ratio Prot 0.00 c0.53 c0.00 0.33 c0.15 0.06 v/s Ratio Perm 0.01 0.05 0.11 v/c Ratio 0.02 0.74 0.07 0.15 0.45 0.89 0.36 Uniform Delay, d1 6.9 13.8 6.8 14.5 8.8 64.7 58.5 Progression Factor 0.52 0.35 0.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 1.5 0.1 0.2 0.6 24.2 0.3 Delay (s) 3.6 6.3 0.1 14.8 9.3 88.9 58.8 Level of Service A A A B A F E Approach Delay (s) 6.0 9.4 78.0 0.0 Approach LOS A A E A Intersection Summary HCM 2000 Control Delay 15.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 72.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group Queuing and Blocking Report 2022 Without Project - PM Peak Hour 01/22/2021 Pape Kenworth Truck Facility (Federal Way)SimTraffic Report TENW Page 1 Intersection: 3: I-5 SB Ramps & S 320th St Movement EB EB EB WB WB WB SB SB SB SB SB Directions Served T T R L T T L LT R R R Maximum Queue (ft) 418 414 228 225 659 670 392 378 412 394 284 Average Queue (ft) 266 232 50 117 370 383 242 223 299 241 53 95th Queue (ft) 420 380 131 240 585 589 340 322 387 400 221 Link Distance (ft) 399 399 399 936 936 690 690 690 690 690 Upstream Blk Time (%) 1 1 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 200 Storage Blk Time (%) 0 26 Queuing Penalty (veh) 1 43 Intersection: 4: I-5 NB Ramps & S 320th St Movement EB EB WB WB NB NB Directions Served T T T TR L LTR Maximum Queue (ft) 629 633 615 614 275 660 Average Queue (ft) 320 332 274 277 224 344 95th Queue (ft) 535 547 497 516 324 545 Link Distance (ft) 936 936 684 684 720 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft)250 Storage Blk Time (%)1 23 Queuing Penalty (veh)6 47 Intersection: 5: 32nd Ave S & S 320th St Movement EB EB EB EB WB WB WB NB NB Directions Served L T T R L T TR L TR Maximum Queue (ft) 57 680 682 475 98 287 268 274 456 Average Queue (ft) 4 256 263 74 17 113 92 214 171 95th Queue (ft) 31 619 626 325 60 241 214 314 409 Link Distance (ft) 684 684 805 805 441 Upstream Blk Time (%) 0 0 2 Queuing Penalty (veh) 3 3 0 Storage Bay Dist (ft) 150 450 250 250 Storage Blk Time (%) 9 4 0 1 14 0 Queuing Penalty (veh) 0 4 0 0 21 0 Zone Summary Zone wide Queuing Penalty: 129 Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis 2022 With Project AM Peak Hour Lanes, Volumes, Timings 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 6 1 1 1 4 0 Future Volume (vph) 6 1 1 1 4 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 4% 0% 7% Link Speed (mph) 25 25 25 Link Distance (ft) 1711 950 336 Travel Time (s) 46.7 25.9 9.2 Confl. Peds. (#/hr) 2 1 1 1 Peak Hour Factor 0.67 0.67 0.67 0.67 0.67 0.67 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 2 Intersection Int Delay, s/veh 6.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 1 1 1 4 0 Future Vol, veh/h 6 1 1 1 4 0 Conflicting Peds, #/hr 2 1 0 1 1 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 4 - 0 - - 7 Peak Hour Factor 67 67 67 67 67 67 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 9 1 1 1 6 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 17 4 0 0 3 0 Stage 1 3 - - - - - Stage 2 14 - - - - - Critical Hdwy 7.2 6.6 - - 4.1 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.2 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 1002 1085 - - 1632 - Stage 1 1025 - - - - - Stage 2 1011 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 995 1083 - - 1630 - Mov Cap-2 Maneuver 995 - - - - - Stage 1 1024 - - - - - Stage 2 1005 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 7.2 HCM LOS A Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 1007 1630 - HCM Lane V/C Ratio - - 0.01 0.004 - HCM Control Delay (s) - - 8.6 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 0 1 1 0 9 1 485 3 1 915 3 Future Volume (vph) 2 0 1 1 0 9 1 485 3 1 915 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 4% -8% Link Speed (mph) 25 25 40 40 Link Distance (ft) 1711 180 379 518 Travel Time (s) 46.7 4.9 6.5 8.8 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 2% 0% 0% 1% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 4 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 1 1 0 9 1 485 3 1 915 3 Future Vol, veh/h 2 0 1 1 0 9 1 485 3 1 915 3 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 4 - - -8 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 0 2 0 0 1 0 Mvmt Flow 2 0 1 1 0 9 1 511 3 1 963 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1486 1483 965 1482 1483 513 966 0 0 514 0 0 Stage 1 967 967 - 515 515 - - - - - - - Stage 2 519 516 - 967 968 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 104 126 312 104 126 565 721 - - 1062 - - Stage 1 308 335 - 546 538 - - - - - - - Stage 2 544 538 - 308 335 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 102 125 312 103 125 565 721 - - 1062 - - Mov Cap-2 Maneuver 102 125 - 103 125 - - - - - - - Stage 1 307 334 - 545 537 - - - - - - - Stage 2 534 537 - 306 334 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 32.9 14.5 0 0 HCM LOS D B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 721 - - 132 390 1062 - - HCM Lane V/C Ratio 0.001 - - 0.024 0.027 0.001 - - HCM Control Delay (s) 10 0 - 32.9 14.5 8.4 0 - HCM Lane LOS B A - D B A A - HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1168 344 196 922 0 0 0 0 307 1 523 Future Volume (vph) 0 1168 344 196 922 0 0 0 0 307 1 523 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 430 1036 720 744 Travel Time (s) 8.4 20.2 14.0 14.5 Confl. Peds. (#/hr) 1 1 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 4% 2% 5% 3% 0% 0% 0% 0% 6% 100% 4% Shared Lane Traffic (%)50% Turn Type NA Perm pm+pt NA Split NA Prot Protected Phases 2 1 6 4 4 4 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 10.0 Minimum Split (s) 16.3 16.3 10.5 48.3 36.9 36.9 36.9 Total Split (s) 61.4 61.4 21.6 83.0 37.0 37.0 37.0 Total Split (%) 51.2% 51.2% 18.0% 69.2%30.8% 30.8% 30.8% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 86 (72%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1168 344 196 922 0 0 0 0 307 1 523 Future Volume (veh/h) 0 1168 344 196 922 0 0 0 0 307 1 523 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1841 1870 1826 1856 0 1811 418 1841 Adj Flow Rate, veh/h 0 1168 344 196 922 0 308 0 523 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 4 2 5 3 0 6 100 4 Cap, veh/h 0 2258 1023 317 2639 0 517 0 701 Arrive On Green 0.00 0.65 0.65 0.11 1.00 0.00 0.15 0.00 0.15 Sat Flow, veh/h 0 3589 1585 1739 3618 0 3450 0 4680 Grp Volume(v), veh/h 0 1168 344 196 922 0 308 0 523 Grp Sat Flow(s),veh/h/ln 0 1749 1585 1739 1763 0 1725 0 1560 Q Serve(g_s), s 0.0 21.3 11.8 4.6 0.0 0.0 10.0 0.0 12.8 Cycle Q Clear(g_c), s 0.0 21.3 11.8 4.6 0.0 0.0 10.0 0.0 12.8 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2258 1023 317 2639 0 517 0 701 V/C Ratio(X) 0.00 0.52 0.34 0.62 0.35 0.00 0.60 0.00 0.75 Avail Cap(c_a), veh/h 0 2258 1023 451 2639 0 894 0 1213 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.87 0.87 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 11.3 9.6 9.7 0.0 0.0 47.6 0.0 48.8 Incr Delay (d2), s/veh 0.0 0.9 0.9 1.3 0.3 0.0 1.1 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 7.9 4.1 1.5 0.1 0.0 4.3 0.0 5.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 12.2 10.5 11.0 0.3 0.0 48.7 0.0 50.4 LnGrp LOS A B B B A A D A D Approach Vol, veh/h 1512 1118 831 Approach Delay, s/veh 11.8 2.2 49.8 Approach LOS B A D Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 12.4 83.8 23.9 96.1 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 16.1 55.1 31.1 76.7 Max Q Clear Time (g_c+I1), s 6.6 23.3 14.8 2.0 Green Ext Time (p_c), s 0.3 14.6 3.1 10.1 Intersection Summary HCM 6th Ctrl Delay 17.8 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. User approved changes to right turn type. Lanes, Volumes, Timings 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1039 411 0 734 335 412 2 577 0 0 0 Future Volume (vph) 0 1039 411 0 734 335 412 2 577 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 250 0 0 0 Storage Lanes 0 1 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1036 743 781 817 Travel Time (s) 20.2 14.5 15.2 15.9 Confl. Peds. (#/hr) 2 2 1 1 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 4% 5% 0% 4% 7% 3% 0% 5% 0% 0% 0% Shared Lane Traffic (%)10% Turn Type NA Free NA Free Split NA Protected Phases 2 6 4 4 Permitted Phases Free Free Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 54.0 54.0 66.0 66.0 Total Split (%) 45.0% 45.0% 55.0% 55.0% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 88 (73%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1039 411 0 734 335 412 2 577 0 0 0 Future Volume (veh/h) 0 1039 411 0 734 335 412 2 577 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1841 1826 0 1841 1796 1856 1900 1826 Adj Flow Rate, veh/h 0 1039 0 0 734 0 412 2 577 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 4 5 0 4 7 3 0 5 Cap, veh/h 0 1728 0 1728 714 2 649 Arrive On Green 0.00 0.99 0.00 0.00 0.99 0.00 0.40 0.40 0.40 Sat Flow, veh/h 0 3589 1547 0 3589 1522 1767 6 1604 Grp Volume(v), veh/h 0 1039 0 0 734 0 412 0 579 Grp Sat Flow(s),veh/h/ln 0 1749 1547 0 1749 1522 1767 0 1610 Q Serve(g_s), s 0.0 1.0 0.0 0.0 0.5 0.0 21.7 0.0 40.2 Cycle Q Clear(g_c), s 0.0 1.0 0.0 0.0 0.5 0.0 21.7 0.0 40.2 Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 1728 0 1728 714 0 651 V/C Ratio(X) 0.00 0.60 0.00 0.42 0.58 0.00 0.89 Avail Cap(c_a), veh/h 0 1728 0 1728 885 0 806 HCM Platoon Ratio 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.80 0.00 0.00 0.92 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.4 0.0 0.0 0.4 0.0 27.8 0.0 33.3 Incr Delay (d2), s/veh 0.0 1.2 0.0 0.0 0.7 0.0 0.9 0.0 10.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.5 0.0 0.0 0.3 0.0 9.2 0.0 17.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.6 0.0 0.0 1.1 0.0 28.7 0.0 43.9 LnGrp LOS A A A A C A D Approach Vol, veh/h 1039 A 734 A 991 Approach Delay, s/veh 1.6 1.1 37.6 Approach LOS A A D Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 65.6 54.4 65.6 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 47.7 60.1 47.7 Max Q Clear Time (g_c+I1), s 3.0 42.2 2.5 Green Ext Time (p_c), s 11.4 6.4 7.1 Intersection Summary HCM 6th Ctrl Delay 14.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 1065 548 96 998 9 39 1 16 5 0 21 Future Volume (vph) 36 1065 548 96 998 9 39 1 16 5 0 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 225 450 250 0 250 0 200 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 25 25 Link Distance (ft) 743 828 894 370 Travel Time (s) 12.7 14.1 24.4 10.1 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 0% 4% 4% 0% 4% 0% 10% 0% 38% 0% 0% 24% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Detector Phase 7 4 4 3 8 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 30.0 30.0 10.0 10.0 22.0 10.0 10.0 10.0 Total Split (s) 10.0 71.0 71.0 15.0 76.0 24.0 34.0 10.0 10.0 Total Split (%) 8.3% 59.2% 59.2% 12.5% 63.3% 20.0% 28.3% 8.3% 8.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 36 1065 548 96 998 9 39 1 16 5 0 21 Future Volume (vph) 36 1065 548 96 998 9 39 1 16 5 0 21 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.86 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1805 3471 1553 1805 3467 1666 1202 1784 1302 Flt Permitted 0.25 1.00 1.00 0.21 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 468 3471 1553 396 3467 1666 1202 1878 1302 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 38 1121 577 101 1051 9 41 1 17 5 0 22 RTOR Reduction (vph) 0 0 175 0 0 0 0 15 0 0 21 0 Lane Group Flow (vph) 38 1121 402 101 1060 0 41 3 0 5 1 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 0% 4% 4% 0% 4% 0% 10% 0% 38% 0% 0% 24% Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 86.7 83.6 83.6 92.3 86.4 7.5 15.5 3.0 3.0 Effective Green, g (s) 86.7 83.6 83.6 92.3 86.4 7.5 15.5 3.0 3.0 Actuated g/C Ratio 0.72 0.70 0.70 0.77 0.72 0.06 0.13 0.02 0.02 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 1.5 2.5 2.5 1.5 2.5 1.5 1.0 1.0 1.0 Lane Grp Cap (vph) 372 2418 1081 373 2496 104 155 46 32 v/s Ratio Prot 0.00 c0.32 c0.01 c0.31 c0.02 0.00 0.00 v/s Ratio Perm 0.07 0.26 0.19 c0.00 v/c Ratio 0.10 0.46 0.37 0.27 0.42 0.39 0.02 0.11 0.02 Uniform Delay, d1 5.0 8.2 7.5 4.7 6.8 54.1 45.6 57.2 57.1 Progression Factor 0.60 0.52 0.04 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 0.5 0.7 0.1 0.5 0.9 0.0 0.4 0.1 Delay (s) 3.0 4.7 1.0 4.8 7.3 55.0 45.6 57.6 57.1 Level of Service A A A A A D D E E Approach Delay (s) 3.4 7.1 52.1 57.2 Approach LOS A A D E Intersection Summary HCM 2000 Control Delay 6.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.44 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Queuing and Blocking Report 2022 With Project - AM Peak Hour 01/22/2021 Pape Kenworth Truck Facility (Federal Way)SimTraffic Report TENW Page 1 Intersection: 3: I-5 SB Ramps & S 320th St Movement EB EB EB WB WB WB SB SB SB SB Directions Served T T R L T T L LT R R Maximum Queue (ft) 404 416 338 220 393 384 175 215 255 217 Average Queue (ft) 244 302 102 105 113 136 84 108 76 7 95th Queue (ft) 401 451 292 192 257 265 144 187 228 71 Link Distance (ft) 388 388 388 948 948 690 690 690 690 Upstream Blk Time (%) 1 7 1 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 200 Storage Blk Time (%) 1 3 Queuing Penalty (veh) 3 5 Intersection: 4: I-5 NB Ramps & S 320th St Movement EB EB WB WB NB NB Directions Served T T T T L LTR Maximum Queue (ft) 419 427 350 323 275 738 Average Queue (ft) 186 215 203 181 237 470 95th Queue (ft) 328 370 307 279 338 753 Link Distance (ft) 948 948 687 687 721 Upstream Blk Time (%)6 Queuing Penalty (veh)0 Storage Bay Dist (ft)250 Storage Blk Time (%)0 28 Queuing Penalty (veh)4 58 Intersection: 5: 32nd Ave S & S 320th St Movement EB EB EB EB WB WB WB NB NB SB SB Directions Served L T T R L T TR L TR L TR Maximum Queue (ft) 91 206 218 151 123 127 155 91 64 29 70 Average Queue (ft) 21 64 82 59 52 41 42 33 14 4 18 95th Queue (ft) 63 156 178 118 97 101 109 78 45 19 53 Link Distance (ft) 687 687 793 793 834 284 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 225 450 250 250 200 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Zone Summary Zone wide Queuing Penalty: 70 Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis 2022 With Project PM Peak Hour Lanes, Volumes, Timings 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 1 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 1 9 1 5 3 4 Future Volume (vph) 1 9 1 5 3 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 4% 0% 7% Link Speed (mph) 25 25 25 Link Distance (ft) 1699 951 493 Travel Time (s) 46.3 25.9 13.4 Peak Hour Factor 0.63 0.63 0.63 0.63 0.63 0.63 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: 32nd Ave S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 2 Intersection Int Delay, s/veh 4.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 1 9 1 5 3 4 Future Vol, veh/h 1 9 1 5 3 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 4 - 0 - - 7 Peak Hour Factor 63 63 63 63 63 63 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 2 14 2 8 5 6 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 22 6 0 0 10 0 Stage 1 6 - - - - - Stage 2 16 - - - - - Critical Hdwy 7.2 6.6 - - 4.1 - Critical Hdwy Stg 1 6.2 - - - - - Critical Hdwy Stg 2 6.2 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 995 1082 - - 1623 - Stage 1 1021 - - - - - Stage 2 1008 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 992 1082 - - 1623 - Mov Cap-2 Maneuver 992 - - - - - Stage 1 1021 - - - - - Stage 2 1005 - - - - - Approach WB NB SB HCM Control Delay, s 8.4 0 3.1 HCM LOS A Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 1072 1623 - HCM Lane V/C Ratio - - 0.015 0.003 - HCM Control Delay (s) - - 8.4 7.2 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 0 1 1 0 24 4 664 5 15 621 5 Future Volume (vph) 9 0 1 1 0 24 4 664 5 15 621 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 4% -8% Link Speed (mph) 25 25 40 40 Link Distance (ft) 1699 167 465 497 Travel Time (s) 46.3 4.6 7.9 8.5 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: Military Rd S & S 316th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 4 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 1 1 0 24 4 664 5 15 621 5 Future Vol, veh/h 9 0 1 1 0 24 4 664 5 15 621 5 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 4 - - -8 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 10 0 1 1 0 26 4 714 5 16 668 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1441 1430 671 1428 1430 717 673 0 0 719 0 0 Stage 1 703 703 - 725 725 - - - - - - - Stage 2 738 727 - 703 705 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 111 136 460 114 136 433 927 - - 892 - - Stage 1 431 443 - 420 433 - - - - - - - Stage 2 413 432 - 431 442 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 102 131 460 111 131 433 927 - - 892 - - Mov Cap-2 Maneuver 102 131 - 111 131 - - - - - - - Stage 1 428 430 - 417 430 - - - - - - - Stage 2 386 429 - 418 429 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 40.9 15 0.1 0.2 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity (veh/h) 927 - - 111 388 892 - - HCM Lane V/C Ratio 0.005 - - 0.097 0.069 0.018 - - HCM Control Delay (s) 8.9 0 - 40.9 15 9.1 0 - HCM Lane LOS A A - E C A A - HCM 95th %tile Q(veh) 0 - - 0.3 0.2 0.1 - - Lanes, Volumes, Timings 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1402 322 182 1345 0 0 0 0 527 1 990 Future Volume (vph) 0 1402 322 182 1345 0 0 0 0 527 1 990 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 200 0 0 0 0 0 Storage Lanes 0 1 1 0 0 0 1 3 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 439 1026 747 744 Travel Time (s) 8.6 20.0 14.6 14.5 Confl. Peds. (#/hr) 5 1 1 5 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 1% 3% 4% 1% 0% 0% 0% 0% 2% 0% 1% Shared Lane Traffic (%)50% Turn Type NA Perm pm+pt NA Split NA custom Protected Phases 2 1 6 4 4 5 Permitted Phases 2 6 Detector Phase 2 2 1 6 4 4 5 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 10.0 10.0 10.0 5.0 Minimum Split (s) 16.3 16.3 15.5 48.3 36.9 36.9 10.9 Total Split (s) 93.9 93.9 22.4 80.8 43.7 43.7 35.5 Total Split (%) 58.7% 58.7% 14.0% 50.5%27.3% 27.3% 22.2% Yellow Time (s) 4.3 4.3 3.5 4.3 3.9 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.5 6.3 5.9 5.9 5.9 Lead/Lag Lag Lag Lead Lag Lead Lead-Lag Optimize? Recall Mode C-Min C-Min None C-Min None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 85 (53%), Referenced to phase 2:EBT and 6:WBTL, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Splits and Phases: 3: I-5 SB Ramps & S 320th St HCM 6th Signalized Intersection Summary 3: I-5 SB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1402 322 182 1345 0 0 0 0 527 1 990 Future Volume (veh/h) 0 1402 322 182 1345 0 0 0 0 527 1 990 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1885 1856 1841 1885 0 1870 1900 1885 Adj Flow Rate, veh/h 0 1402 322 182 1345 0 528 0 990 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 1 3 4 1 0 2 0 1 Cap, veh/h 0 2099 921 201 2494 0 811 0 1091 Arrive On Green 0.00 0.59 0.59 0.15 1.00 0.00 0.23 0.00 0.23 Sat Flow, veh/h 0 3676 1572 1753 3676 0 3563 0 4793 Grp Volume(v), veh/h 0 1402 322 182 1345 0 528 0 990 Grp Sat Flow(s),veh/h/ln 0 1791 1572 1753 1791 0 1781 0 1598 Q Serve(g_s), s 0.0 42.6 17.1 10.0 0.0 0.0 21.5 0.0 32.2 Cycle Q Clear(g_c), s 0.0 42.6 17.1 10.0 0.0 0.0 21.5 0.0 32.2 Prop In Lane 0.00 1.00 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 0 2099 921 201 2494 0 811 0 1091 V/C Ratio(X) 0.00 0.67 0.35 0.91 0.54 0.00 0.65 0.00 0.91 Avail Cap(c_a), veh/h 0 2099 921 253 2494 0 842 0 1132 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 0.82 0.82 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 22.5 17.2 50.6 0.0 0.0 56.0 0.0 60.2 Incr Delay (d2), s/veh 0.0 1.7 1.0 24.0 0.7 0.0 1.7 0.0 10.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 18.1 6.5 8.0 0.2 0.0 9.9 0.0 27.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 24.2 18.3 74.7 0.7 0.0 57.7 0.0 70.6 LnGrp LOS A C B E A A E A E Approach Vol, veh/h 1724 1527 1518 Approach Delay, s/veh 23.1 9.5 66.1 Approach LOS C A E Timer - Assigned Phs 1 2 4 6 Phs Duration (G+Y+Rc), s 17.6 100.1 42.3 117.7 Change Period (Y+Rc), s 5.5 6.3 5.9 6.3 Max Green Setting (Gmax), s 16.9 87.6 37.8 74.5 Max Q Clear Time (g_c+I1), s 12.0 44.6 34.2 2.0 Green Ext Time (p_c), s 0.2 20.7 2.2 19.0 Intersection Summary HCM 6th Ctrl Delay 32.4 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. User approved volume balancing among the lanes for turning movement. Lanes, Volumes, Timings 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 0 1658 302 0 1087 313 418 0 259 0 0 0 Future Volume (vph) 0 1658 302 0 1087 313 418 0 259 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 0 250 0 0 0 Storage Lanes 0 1 0 1 1 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 1026 737 781 800 Travel Time (s) 20.0 14.4 15.2 15.6 Confl. Peds. (#/hr) 5 8 8 5 2 2 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Heavy Vehicles (%) 0% 2% 3% 0% 2% 3% 2% 0% 2% 0% 0% 0% Shared Lane Traffic (%)15% Turn Type NA Free NA Free Split NA Protected Phases 2 6 4 4 Permitted Phases Free Free Detector Phase 2 6 4 4 Switch Phase Minimum Initial (s) 10.0 10.0 7.0 7.0 Minimum Split (s) 16.3 23.3 30.9 30.9 Total Split (s) 103.0 103.0 57.0 57.0 Total Split (%) 64.4% 64.4% 35.6% 35.6% Yellow Time (s) 4.3 4.3 3.9 3.9 All-Red Time (s) 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.3 6.3 5.9 5.9 Lead/Lag Lead-Lag Optimize? Recall Mode C-Min C-Min None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 75 (47%), Referenced to phase 2:EBT and 6:WBT, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 4: I-5 NB Ramps & S 320th St HCM 6th Signalized Intersection Summary 4: I-5 NB Ramps & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 1658 302 0 1087 313 418 0 259 0 0 0 Future Volume (veh/h) 0 1658 302 0 1087 313 418 0 259 0 0 0 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 0 1870 1856 0 1870 1856 1870 1900 1870 Adj Flow Rate, veh/h 0 1658 0 0 1087 0 338 111 259 Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Percent Heavy Veh, % 0 2 3 0 2 3 2 0 2 Cap, veh/h 0 2403 0 2403 441 125 292 Arrive On Green 0.00 1.00 0.00 0.00 1.00 0.00 0.25 0.25 0.25 Sat Flow, veh/h 0 3647 1572 0 3647 1572 1781 505 1179 Grp Volume(v), veh/h 0 1658 0 0 1087 0 338 0 370 Grp Sat Flow(s),veh/h/ln 0 1777 1572 0 1777 1572 1781 0 1684 Q Serve(g_s), s 0.0 0.0 0.0 0.0 0.0 0.0 28.2 0.0 33.9 Cycle Q Clear(g_c), s 0.0 0.0 0.0 0.0 0.0 0.0 28.2 0.0 33.9 Prop In Lane 0.00 1.00 0.00 1.00 1.00 0.70 Lane Grp Cap(c), veh/h 0 2403 0 2403 441 0 417 V/C Ratio(X) 0.00 0.69 0.00 0.45 0.77 0.00 0.89 Avail Cap(c_a), veh/h 0 2403 0 2403 569 0 538 HCM Platoon Ratio 1.00 2.00 2.00 1.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.68 0.00 0.00 0.81 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 55.9 0.0 58.0 Incr Delay (d2), s/veh 0.0 1.1 0.0 0.0 0.5 0.0 5.1 0.0 14.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.4 0.0 0.0 0.2 0.0 13.3 0.0 16.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 1.1 0.0 0.0 0.5 0.0 61.0 0.0 72.3 LnGrp LOS A A A A E A E Approach Vol, veh/h 1658 A 1087 A 708 Approach Delay, s/veh 1.1 0.5 66.9 Approach LOS A A E Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 114.5 45.5 114.5 Change Period (Y+Rc), s 6.3 5.9 6.3 Max Green Setting (Gmax), s 96.7 51.1 96.7 Max Q Clear Time (g_c+I1), s 2.0 35.9 2.0 Green Ext Time (p_c), s 30.6 3.7 13.2 Intersection Summary HCM 6th Ctrl Delay 14.4 HCM 6th LOS B Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR, WBR] is excluded from calculations of the approach delay and intersection delay. Lanes, Volumes, Timings 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 1783 99 18 1094 5 262 3 147 9 0 33 Future Volume (vph) 23 1783 99 18 1094 5 262 3 147 9 0 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 225 450 250 0 250 0 200 0 Storage Lanes 1 1 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 40 40 25 25 Link Distance (ft) 737 841 499 368 Travel Time (s) 12.6 14.3 13.6 10.0 Confl. Peds. (#/hr) 1 1 1 1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 21% 2% 7% 0% 2% 0% 1% 0% 0% 0% 0% 24% Shared Lane Traffic (%) Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Detector Phase 7 4 4 3 8 5 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 30.0 30.0 10.0 10.0 22.0 10.0 10.0 10.0 Total Split (s) 10.0 102.0 102.0 10.0 102.0 38.0 48.0 10.0 10.0 Total Split (%) 6.3% 63.8% 63.8% 6.3% 63.8% 23.8% 30.0% 6.3% 6.3% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 160 Actuated Cycle Length: 160 Offset: 76 (48%), Referenced to phase 4:EBTL and 8:WBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 5: 32nd Ave S & S 320th St HCM Signalized Intersection Capacity Analysis 5: 32nd Ave S & S 320th St 01/22/2021 Pape Kenworth Truck Facility (Federal Way)Synchro 10 Report 2022 With Project - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 23 1783 99 18 1094 5 262 3 147 9 0 33 Future Volume (vph) 23 1783 99 18 1094 5 262 3 147 9 0 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1492 3539 1509 1805 3537 1814 1623 1788 1302 Flt Permitted 0.19 1.00 1.00 0.05 1.00 0.95 1.00 1.00 1.00 Satd. Flow (perm) 301 3539 1509 94 3537 1814 1623 1882 1302 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 24 1877 104 19 1152 5 276 3 155 9 0 35 RTOR Reduction (vph) 0 0 35 0 0 0 0 53 0 0 34 0 Lane Group Flow (vph) 24 1877 69 19 1157 0 276 105 0 9 1 0 Confl. Peds. (#/hr) 1 1 1 1 Heavy Vehicles (%) 21% 2% 7% 0% 2% 0% 1% 0% 0% 0% 0% 24% Turn Type pm+pt NA Perm pm+pt NA Prot NA Perm NA Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 4 8 6 Actuated Green, G (s) 108.5 105.5 105.5 108.5 105.5 27.5 36.5 4.0 4.0 Effective Green, g (s) 108.5 105.5 105.5 108.5 105.5 27.5 36.5 4.0 4.0 Actuated g/C Ratio 0.68 0.66 0.66 0.68 0.66 0.17 0.23 0.02 0.02 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 1.5 2.5 2.5 1.5 2.5 1.5 1.0 1.0 1.0 Lane Grp Cap (vph) 226 2333 994 95 2332 311 370 47 32 v/s Ratio Prot 0.00 c0.53 c0.00 0.33 c0.15 c0.06 0.00 v/s Ratio Perm 0.07 0.05 0.13 0.00 v/c Ratio 0.11 0.80 0.07 0.20 0.50 0.89 0.28 0.19 0.03 Uniform Delay, d1 10.2 19.8 9.7 21.2 13.8 64.7 51.0 76.4 76.1 Progression Factor 0.50 0.57 0.03 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 2.3 0.1 0.4 0.8 24.2 0.2 0.7 0.1 Delay (s) 5.2 13.6 0.4 21.6 14.6 88.9 51.1 77.1 76.2 Level of Service A B A C B F D E E Approach Delay (s) 12.8 14.7 75.2 76.4 Approach LOS B B E E Intersection Summary HCM 2000 Control Delay 21.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 160.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 78.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Queuing and Blocking Report 2022 With Project - PM Peak Hour 01/22/2021 Pape Kenworth Truck Facility (Federal Way)SimTraffic Report TENW Page 1 Intersection: 3: I-5 SB Ramps & S 320th St Movement EB EB EB WB WB WB SB SB SB SB SB Directions Served T T R L T T L LT R R R Maximum Queue (ft) 419 422 176 225 617 633 354 349 418 388 271 Average Queue (ft) 289 275 55 139 338 346 236 214 305 255 60 95th Queue (ft) 442 434 135 254 544 546 334 315 381 385 232 Link Distance (ft) 399 399 399 936 936 690 690 690 690 690 Upstream Blk Time (%) 2 2 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 200 Storage Blk Time (%) 1 23 Queuing Penalty (veh) 5 41 Intersection: 4: I-5 NB Ramps & S 320th St Movement EB EB EB WB WB NB NB Directions Served T T R T T L LTR Maximum Queue (ft) 667 683 120 506 483 275 610 Average Queue (ft) 348 358 8 249 239 236 377 95th Queue (ft) 563 580 117 428 412 327 578 Link Distance (ft) 936 936 936 683 683 720 Upstream Blk Time (%)1 Queuing Penalty (veh)0 Storage Bay Dist (ft)250 Storage Blk Time (%)1 26 Queuing Penalty (veh)5 55 Intersection: 5: 32nd Ave S & S 320th St Movement EB EB EB EB WB WB WB NB NB SB SB Directions Served L T T R L T TR L TR L TR Maximum Queue (ft) 213 697 696 475 50 356 349 274 456 48 75 Average Queue (ft) 31 328 338 95 14 148 131 215 188 9 26 95th Queue (ft) 122 730 751 383 40 299 285 314 427 33 64 Link Distance (ft) 683 683 805 805 441 282 Upstream Blk Time (%) 1 1 2 Queuing Penalty (veh) 8 11 0 Storage Bay Dist (ft) 225 450 250 250 200 Storage Blk Time (%) 11 8 0 2 13 0 Queuing Penalty (veh) 3 8 0 0 21 0 Zone Summary Zone wide Queuing Penalty: 158 Pape’ Kenworth Northwest, Federal Way Traffic Impact Analysis ATTACHMENT C Trip Generation Worksheets Land Use Building Area In Out Trip Rate1,2 In Out Total Saturday Peak Hour Proposed Use: Pape Kenworth 79,744 SF 46%54%0.56 21 24 45 Saturday Peak Hour Trips = 21 24 45 Weekday Daily Proposed Use: Pape Kenworth 79,744 SF 50%50%11.59 462 462 924 Weekday Daily Trips = 462 462 924 AM Peak Hour Proposed Use: Pape Kenworth 79,744 SF 63%37%0.87 43 26 69 AM Peak Hour Trips = 43 26 69 PM Peak Hour Proposed Use: Pape Kenworth 79,744 SF 37%63%0.87 25 44 69 PM Peak Hour Trips = 25 44 69 Note: 1 Saturday trips based on a 1-day trip generation study at existing Pape Facilities in Washington, California, and Oregon. 2 Weekday trips based on 3-day trip generation studies at existing Pape Facilities in Washington, California, and Oregon Pape Kenworth Federal Way Trip Generation Summary Directional Distribution Trips Generated 11/25/2020 Location In Out Total Building Area (SF) 1 Trip Rate (Trips/1,000 sf) Lakewood, WA 11 11 22 27,000 0.81 Bakersfield, CA 20 19 39 24,000 1.63 Portland, OR 2 8 10 75,000 0.13 TOTAL 33 38 71 126,000 0.56 46%54% Location In Out Total Building Area (SF) 1 Trip Rate (Trips/1,000 sf) Truck Percentage Lakewood, WA 153 159 312 27,000 11.56 25% Bakersfield, CA 223 214 437 24,000 18.21 19% Portland, OR 300 304 604 75,000 8.05 22% SeaTac, WA1 245 246 491 33,125 14.82 22% TOTAL 921 923 1,844 159,125 11.59 22% 50%50% Location In Out Total Building Area (SF) 1 Trip Rate (Trips/1,000 sf) Truck Percentage Lakewood, WA 16 8 24 27,000 0.89 16% Bakersfield, CA 20 15 35 24,000 1.46 15% Portland, OR 32 18 50 75,000 0.67 17% SeaTac, WA1 19 11 30 33,125 0.91 28% TOTAL 87 52 139 159,125 0.87 19% 63%37% Location In Out Total Building Area (SF) 1 Trip Rate (Trips/1,000 sf) Truck Percentage Lakewood, WA 7 12 19 27,000 0.70 17% Bakersfield, CA 12 23 35 24,000 1.46 16% Portland, OR 13 33 46 75,000 0.61 19% SeaTac, WA1 19 20 39 33,125 1.18 19% TOTAL 51 88 139 159,125 0.87 18% 37%63% Note: 1. Counts conducted at SeaTac location were conducted on Tuesday 10/1/2019 to Thursday 10/3/2019. PM Peak Hour (Highest One Hour Between 4-6 PM) Saturday Peak Hour Saturday Peak Hour Trips (1/25/2020) AM Peak Hour (Highest One Hour Between 7-9 AM) Daily Daily Tuesday 1/28/2020 to Thursday 1/30/2020 1 Weekday AM Peak Hour Three Day Average Tuesday 1/28/2020 to Thursday 1/30/2020 1 Weekday PM Peak Hour Three Day Average Tuesday 1/28/2020 to Thursday 1/30/2020 1 Pape Kenworth Existing Trip Generation Study 11/25/2020 Saturday Peak Hour Counts Pape Kenworth Existing Trip Generation Summary - Saturday Peak 1. Pacific Highway, Lakewood, WA Interval Begin In Out Total 8:00 AM 1 3 4 8:15 AM 2 1 3 8:30 AM 0 0 0 8:45 AM 0 2 2 9 8:00 am - 9:00 am 9:00 AM 1 0 1 6 8:15 am - 9:15 am 9:15 AM 4 2 6 9 8:30 am - 9:30 am 9:30 AM 2 5 7 16 8:45 am - 9:45 am 9:45 AM 2 2 4 18 9:00 am - 10:00 am 10:00 AM 1 1 2 19 9:15 am - 10:15 am 10:15 AM 1 1 2 15 9:30 am - 10:30 am 10:30 AM 1 1 2 10 9:45 am - 10:45 am 10:45 AM 0 0 0 6 10:00 am - 11:00 am 11:00 AM 1 0 1 5 10:15 am - 11:15 am 11:15 AM 1 1 2 5 10:30 am - 11:30 am 11:30 AM 2 0 2 5 10:45 am - 11:45 am 11:45 AM 5 4 9 14 11:00 am - 12:00 pm 12:00 PM 1 3 4 17 11:15 am - 12:15 pm 12:15 PM 5 1 6 21 11:30 am - 12:30 pm 12:30 PM 0 3 3 22 11:45 am - 12:45 pm 12:45 PM 2 2 4 17 12:00 pm - 1:00 pm 1:00 PM 2 1 3 16 12:15 pm - 1:15 pm 1:15 PM 3 2 5 15 12:30 pm - 1:30 pm 1:30 PM 2 2 4 16 12:45 pm - 1:45 pm 1:45 PM 4 3 7 19 1:00 pm - 2:00 pm 2:00 PM 2 4 6 22 1:15 pm - 2:15 pm 2:15 PM 0 1 1 18 1:30 pm - 2:30 pm 2:30 PM 2 3 5 19 1:45 pm - 2:45 pm 2:45 PM 0 1 1 13 2:00 pm - 3:00 pm 3:00 PM 1 2 3 10 2:15 pm - 3:15 pm 3:15 PM 4 0 4 13 2:30 pm - 3:30 pm 3:30 PM 1 3 4 12 2:45 pm - 3:45 pm 3:45 PM 0 3 3 14 3:00 pm - 4:00 pm 11 11 22 Peak Hour is 11:45 am - 12:45 pm 11 11 22 2. Quinn Rd. Bakersfield, CA Interval Begin In Out In Out In Out In Out Total 8:00 AM 0 1 0 0 1 1 1 2 3 8:15 AM 2 0 1 0 0 0 3 0 3 8:30 AM 5 5 0 0 0 0 5 5 10 8:45 AM 0 1 0 0 1 1 1 2 3 19 8:00 am - 9:00 am 9:00 AM 1 1 1 2 1 1 3 4 7 23 8:15 am - 9:15 am 9:15 AM 1 0 0 0 0 2 1 2 3 23 8:30 am - 9:30 am 9:30 AM 1 3 0 1 1 0 2 4 6 19 8:45 am - 9:45 am 9:45 AM 3 1 0 0 0 0 3 1 4 20 9:00 am - 10:00 am 10:00 AM 1 2 0 0 0 0 1 2 3 16 9:15 am - 10:15 am 10:15 AM 3 2 0 0 0 0 3 2 5 18 9:30 am - 10:30 am 10:30 AM 0 2 0 0 0 0 0 2 2 14 9:45 am - 10:45 am 10:45 AM 4 0 0 1 1 0 5 1 6 16 10:00 am - 11:00 am 11:00 AM 0 5 0 0 0 0 0 5 5 18 10:15 am - 11:15 am 11:15 AM 1 2 0 0 0 0 1 2 3 16 10:30 am - 11:30 am 11:30 AM 3 1 0 1 1 0 4 2 6 20 10:45 am - 11:45 am 11:45 AM 4 3 0 0 0 0 4 3 7 21 11:00 am - 12:00 pm 12:00 PM 7 3 0 0 0 0 7 3 10 26 11:15 am - 12:15 pm 12:15 PM 3 2 0 0 0 1 3 3 6 29 11:30 am - 12:30 pm 12:30 PM 3 6 1 3 2 1 6 10 16 39 11:45 am - 12:45 pm 12:45 PM 3 3 0 0 0 0 3 3 6 38 12:00 pm - 1:00 pm 1:00 PM 3 3 0 0 0 0 3 3 6 34 12:15 pm - 1:15 pm 1:15 PM 1 1 0 2 3 0 4 3 7 35 12:30 pm - 1:30 pm 1:30 PM 3 1 0 0 1 1 4 2 6 25 12:45 pm - 1:45 pm 1:45 PM 0 3 0 0 0 2 0 5 5 24 1:00 pm - 2:00 pm 2:00 PM 1 0 0 0 0 0 1 0 1 19 1:15 pm - 2:15 pm 2:15 PM 4 1 0 0 0 1 4 2 6 18 1:30 pm - 2:30 pm 2:30 PM 2 3 0 0 0 0 2 3 5 17 1:45 pm - 2:45 pm 2:45 PM 1 6 0 0 0 0 1 6 7 19 2:00 pm - 3:00 pm 3:00 PM 2 2 0 0 0 0 2 2 4 22 2:15 pm - 3:15 pm 3:15 PM 0 1 0 0 0 0 0 1 1 17 2:30 pm - 3:30 pm 3:30 PM 0 3 0 1 0 0 0 4 4 16 2:45 pm - 3:45 pm 3:45 PM 0 2 0 1 0 0 0 3 3 12 3:00 pm - 4:00 pm 17 14 1 3 2 2 20 19 39 Peak Hour is 11:45 am - 12:45 pm 39 Peak Hour 11:45 am - 12:45 pm 22 Peak Hour 1:15 pm - 2:15 pm 22 Peak Hour is 1:15 am - 2:15 pm Peak Hour 31 4 #1 Quinn Rd / Northern Access #2 Aerodyne Way / Northern Access #3 Aerodyne Way / Southern Access Total Trips Hourly Totals #1 Pacific Highway S / Northern Access Hourly Totals 4 11/25/2020 Pape Kenworth Existing Trip Generation Summary - Saturday Peak 3. Columbia Blvd, Portland, OR In Out In Out In Out In Out Total 8:00 AM 0 0 1 0 1 0 2 0 2 8:15 AM 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 1 0 1 0 2 0 2 4 8:00 am - 9:00 am 9:00 AM 0 0 0 0 0 0 0 0 0 2 8:15 am - 9:15 am 9:15 AM 0 0 0 0 0 0 0 0 0 2 8:30 am - 9:30 am 9:30 AM 0 0 0 0 0 0 0 0 0 2 8:45 am - 9:45 am 9:45 AM 0 0 0 0 0 0 0 0 0 0 9:00 am - 10:00 am 10:00 AM 0 0 1 0 1 0 2 0 2 2 9:15 am - 10:15 am 10:15 AM 0 0 0 0 0 0 0 0 0 2 9:30 am - 10:30 am 10:30 AM 0 0 0 0 0 0 0 0 0 2 9:45 am - 10:45 am 10:45 AM 0 0 1 3 1 3 2 6 8 10 10:00 am - 11:00 am 11:00 AM 0 0 0 1 0 1 0 2 2 10 10:15 am - 11:15 am 11:15 AM 0 0 0 0 0 0 0 0 0 10 10:30 am - 11:30 am 11:30 AM 0 0 0 0 0 0 0 0 0 10 10:45 am - 11:45 am 11:45 AM 0 0 0 0 0 0 0 0 0 2 11:00 am - 12:00 pm 12:00 PM 0 0 0 0 0 0 0 0 0 0 11:15 am - 12:15 pm 12:15 PM 0 0 1 0 1 0 2 0 2 2 11:30 am - 12:30 pm 12:30 PM 0 0 0 0 0 0 0 0 0 2 11:45 am - 12:45 pm 12:45 PM 0 0 0 0 0 0 0 0 0 2 12:00 pm - 1:00 pm 1:00 PM 0 0 0 0 0 0 0 0 0 2 12:15 pm - 1:15 pm 1:15 PM 0 0 2 0 2 0 4 0 4 4 12:30 pm - 1:30 pm 1:30 PM 0 0 0 0 0 0 0 0 0 4 12:45 pm - 1:45 pm 1:45 PM 0 0 1 0 1 0 2 0 2 6 1:00 pm - 2:00 pm 2:00 PM 0 0 0 1 0 1 0 2 2 8 1:15 pm - 2:15 pm 2:15 PM 0 0 1 0 1 0 2 0 2 6 1:30 pm - 2:30 pm 2:30 PM 0 0 0 1 0 1 0 2 2 8 1:45 pm - 2:45 pm 2:45 PM 0 0 0 0 0 0 0 0 0 6 2:00 pm - 3:00 pm 3:00 PM 0 0 0 0 0 0 0 0 0 4 2:15 pm - 3:15 pm 3:15 PM 0 0 1 1 1 1 2 2 4 6 2:30 pm - 3:30 pm 3:30 PM 0 0 0 0 0 0 0 0 0 4 2:45 pm - 3:45 pm 3:45 PM 0 0 0 0 0 0 0 0 0 4 3:00 pm - 4:00 pm 0 0 2 3 2 3 4 6 10 Peak Hour is 10:00 am - 11:00 am 0 0 1 4 1 4 2 8 10 0 0 1 4 1 4 2 8 10 0 0 1 4 1 4 2 8 10 0 0 1 4 1 4 2 8 10AVG PEAK HOUR Average Peak Hour 0 5 5 10 Peak Hour is 10:15 am - 11:15 am Peak Hour is 10:30 am - 11:30 am Peak Hour is 10:45 am - 11:45 amPeak Hour 10:45 am - 11:45 am 0 5 5 10 Peak Hour 10:30 am - 11:30 am 0 5 5 10 Peak Hour 10:15 am - 11:15 am 0 5 5 10 5 10 Peak Hour 10:00 am - 11:00 am 0 5 Interval Begin Total Trips #2 NE Columbia Blvd / Center Access Hourly Totals #1 NE Columbia Blvd / West Access #3 NE Columbia Blvd / Eastern Access 11/25/2020 Weekday Daily Counts Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 150 154 304 27% Wednesday - January 29, 2020 151 161 312 23% Thursday - January 30, 2020 160 161 321 25% Three Day Average 153 159 312 27,000 11.56 25% 49% 51% 27,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 Daily Pape Kenworth Pacific Highway, Lakewood, WA Existing Trip Generation Summary - Daily 11/25/2020 Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 229 229 458 18% Wednesday - January 29, 2020 218 218 436 12% Thursday - January 30, 2020 222 195 417 26% Three Day Average 223 214 437 24,000 18.21 19% 51%49% 24,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 Daily Pape Kenworth Quinn Rd. Bakersfield, CA Existing Trip Generation Summary - Daily 11/25/2020 Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 286 296 582 23% Wednesday - January 29, 2020 302 298 600 19% Thursday - January 30, 2020 313 318 631 26% Three Day Average 300 304 604 75,000 8.05 22% 50% 50% 75,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 Daily Pape Kenworth Columbia Blvd, Portland, OR Existing Trip Generation Summary - Daily 11/25/2020 Day In Out Total Building Area (SF) 1 Trip Rate Truck Percentage Tuesday - October 1, 2019 247 250 497 21% Wednesday - October 2, 2019 253 251 504 22% Thursday - October 3, 2019 234 237 471 23% Three Day Average 245 246 491 33,125 14.82 22% Note:50% 50% 1. Building area per King County parcel records. 33,125 Three-Day Average of Tuesday 10/1/2019 to Thursday 10/3/2019 Daily Pape Kenworth 20220 International Blvd, Seatac, WA 98198 Existing Trip Generation Summary - Daily 11/25/2020 Weekday AM Peak hour Counts Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 13 12 25 32% Wednesday - January 29, 2020 10 6 16 6% Thursday - January 30, 2020 23 7 30 10% Three Day Average 16 8 24 27,000 0.89 16% 67%33% 27,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 AM Peak Hour Existing Trip Generation Summary - Weekday AM Peak Pacific Highway, Lakewood, WA Pape Kenworth 11/25/2020 Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 24 19 43 19% Wednesday - January 29, 2020 16 13 29 7% Thursday - January 30, 2020 20 13 33 18% Three Day Average 20 15 35 24,000 1.46 15% 57%43% 24,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 AM Peak Hour Pape Kenworth Quinn Rd. Bakersfield, CA Existing Trip Generation Summary - Weekday AM Peak 11/25/2020 Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 31 15 46 15% Wednesday - January 29, 2020 37 17 54 19% Thursday - January 30, 2020 27 23 50 16% Three Day Average 32 18 50 75,000 0.67 17% 64%36% 75,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 AM Peak Hour Pape Kenworth Columbia Blvd, Portland, OR Existing Trip Generation Summary - Weekday AM Peak 11/25/2020 Day In Out Total Building Area (SF) 1 Trip Rate Truck Percentage Tuesday - October 1, 2019 20 13 33 21% Wednesday - October 2, 2019 21 10 31 26% Thursday - October 3, 2019 14 11 25 36% 3-Day Average 19 11 30 33,125 0.91 28% Note:63%37% 1. Building area per King County parcel records. Three-Day Average of Tuesday 10/01/19 to Thursday 10/03/19 AM Peak Hour Pape Kenworth 20220 International Blvd, Seatac, WA Existing Trip Generation Summary - Weekday AM Peak 11/25/2020 Weekday PM Peak hour Counts Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 8 13 21 24% Wednesday - January 29, 2020 9 13 22 14% Thursday - January 30, 2020 4 11 15 13% Three Day Average 7 12 19 27,000 0.70 17% 37%63% 27,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 PM Peak Hour Existing Trip Generation Summary - Weekday PM Peak Pacific Hwy SW, Lakewood, WA Pape Kenworth 11/25/2020 Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 13 30 43 12% Wednesday - January 29, 2020 11 19 30 13% Thursday - January 30, 2020 11 21 32 22% Three Day Average 12 23 35 24,000 1.46 16% 34%66% 24,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 AM Peak Hour Pape Kenworth Quinn Rd. Bakersfield, CA Existing Trip Generation Summary - Weekday AM Peak 11/25/2020 Day In Out Total Building Area (SF) Trip Rate Truck Percentage Tuesday - January 28, 2020 13 32 45 9% Wednesday - January 29, 2020 12 30 42 24% Thursday - January 30, 2020 13 38 51 25% Three Day Average 13 33 46 75,000 0.61 19% 28%72% 75,000 Three-Day Average of Tuesday 1/28/20 to Thursday 1/30/20 PM Peak Hour Pape Kenworth Columbia Blvd, Portland, OR Existing Trip Generation Summary - Weekday PM Peak 11/25/2020 Day In Out Total Building Area (SF) 1 Trip Rate Truck Percentage Tuesday - October 1, 2019 20 22 42 17% Wednesday - October 2, 2019 24 25 49 18% Thursday - October 3, 2019 13 14 27 22% 3-Day Average 19 20 39 33,125 1.18 19% Note:49%51% 1. Building area per King County parcel records. Three-Day Average of Tuesday 10/01/19 to Thursday 10/03/19 PM Peak Hour Pape Kenworth 20220 International Blvd, Seatac, WA Existing Trip Generation Summary - Weekday PM Peak 11/25/2020