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UW Medicine Testing Lab 1601 Lind Ave SW & 1602 Raymond Ave SW LUA23-000095 Renton, WA Traffic Impact Analysis May 9, 2023 Prepared for: UW Medicine Prepared by: TENW Transportation Engineering NorthWest 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 (425) 889-6747 Exhibit 10 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page i Table of Contents FINDINGS/CONCLUSIONS ......................................................................................................1 INTRODUCTION ......................................................................................................................3 Project Description................................................................................................................3 Project Approach..................................................................................................................3 Primary Data and Information Sources ......................................................................................4 EXISTING CONDITIONS ...........................................................................................................6 Study Area..........................................................................................................................6 Roadway Network ...............................................................................................................6 Transit Service......................................................................................................................6 Non-Motorized Transportation Facilities ....................................................................................7 Crash History.......................................................................................................................7 Traffic Volumes.....................................................................................................................7 Intersection Levels of Service .................................................................................................11 FUTURE CONDITIONS ............................................................................................................13 Planned Transportation Improvements .....................................................................................13 Project Trip Generation........................................................................................................13 Project Trip Distribution and Assignment ..................................................................................15 Future Traffic Volumes..........................................................................................................15 Future Level of Service .........................................................................................................22 Site Access Assessment........................................................................................................23 MITIGATION .........................................................................................................................24 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page ii Appendices Appendix A – Preliminary Site Plan Appendix B – Detailed Crash History Appendix C – Peak Hour Turning Movement Counts Appendix D – Level of Service (LOS) Calculations Appendix E – Trip Generation Calculations List of Figures and Tables Figure 1 Project Site Vicinity .......................................................................................................5 Figure 2 2023 Weekday AM Peak Hour Traffic Volumes ................................................................9 Figure 3 2023 Weekday PM Peak Hour Traffic Volumes...............................................................10 Figure 4 AM Peak Hour Project Trip Distribution and Assignment.....................................................16 Figure 5 PM Peak Hour Project Trip Distribution and Assignment......................................................17 Figure 6 2025 No Action AM Peak Hour Traffic Volumes..............................................................18 Figure 7 2025 No Action PM Peak Hour Traffic Volumes ..............................................................19 Figure 8 2025 With Project AM Peak Hour Traffic Volumes...........................................................20 Figure 9 2025 With Project PM Peak Hour Traffic Volumes............................................................21 Table 1 Existing Roadway Network Summary – Project Site Vicinity ..................................................6 Table 2 Crash Data Summary, January 1, 2019, to December 31, 2021.........................................7 Table 3 LOS Criteria for Signalized and Stop-Controlled Intersections1 ............................................11 Table 4 Existing 2023 Weekday Peak Hour LOS Summary ..........................................................12 Table 5 Project Trip Generation Summary..................................................................................14 Table 6 Future 2025 Weekday Peak Hour LOS Summary ............................................................22 Table 7 Future 2025 With Project Site Access Peak Hour LOS & Queue Summary............................23 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 1 FINDINGS/CONCLUSIONS This Traffic Impact Analysis (TIA) ha has been prepared for the proposed UW Medicine Testing Lab project located at 1601 Lind Ave SW and 1602 Raymond Ave SW in Renton, WA. Project Proposal. The University of Washington Medical Center is proposing to consolidate the majority of their non-emergency testing facilities into an existing building located at 1601 Lind Ave SW. The existing site includes a total of approximately 199,168 square feet (SF) of building area that was previously occupied by office use, but has been vacant for more than 3 years. A UW Medicine testing lab and supporting administrative office use consisting of 39,834 SF currently occupies the first floor of the building, which was previously approved as Phase 1. The proposed Phase 2 project at 1601 Lind Ave SW would occupy the remaining four floors of the building (floors 2 through 5) with additional testing lab facilities, support offices, and amenities. The testing lab will operate 24 hours a day, 7 days a week. This testing lab will contain equipment to perform tests on samples that are collected in other locations and couriered to the facility using small courier vehicles (including cars and small panel trucks like FedEx). Patients requiring testing are not expected to visit the facility. The University of Washington also proposes to use the existing building located at 1602 Raymond Ave SW as a long-term medical testing storage facility with storage for freezers and refrigerators. The existing building consists of 5,863 SF and was previously occupied by a daycare use, but has been vacant for more than 3 years. Vehicular access to both sites (1601 Lind Ave SW and 1602 Raymond Ave SW) would preliminarily be provided only via the existing full access driveway on SW Raymond Street. It should be noted that vehicular access to the existing curb cuts on Lind Ave SW and SW 16th Street is currently restricted by bollards; however one or both of these driveways may be used for vehicular access in the future. Trip Generation. The proposed project is estimated to generate 1,516 new weekday daily trips, with 120 new trips occurring during the weekday AM peak hour (8 entering, 112 exiting), and 20 new trips occurring during the weekday PM peak hour (10 entering, 10 exiting). Future Year LOS. LOS analyses were conducted for future year 2025 conditions with full buildout of the proposed project during the weekday AM and PM peak hours at 5 off-site study intersections. Three of the five study intersections are expected to meet the applicable level of service (LOS) standards during the weekday AM and PM peak hours in 2025 with or without the proposed UW Medicine Testing Lab project. The following study intersections are anticipated to operate at LOS E/F: Lind Ave SW/SW Grady Way (#1) is anticipated to operate at LOS F during the weekday PM peak hour without and with the proposed project. Oakesdale Ave SW/SW 16th Street (#2) is anticipated to operate at LOS E during the weekday AM peak hour and LOS F during the weekday PM peak hour without or with the proposed project. Improvements at these two intersections are required as SEPA mitigation by the 1905 Raymond Ave SW (Amazon) project and includes funding the implementation of Adaptive Signal Control Technology (ASCT) Split Cycle Offset Optimization Technique (SCOOT) which is intended to improve overall operations of the intersections. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 2 Site Access Analysis. All controlled movements at the proposed site access driveway on Raymond Ave SW are expected to operate at LOS B or better during the weekday AM and PM peak hours in 2025 with minimal queueing. Mitigation. The following summarizes measures identified to mitigate traffic impacts of the UW Medicine Testing Lab development. Off-Site Improvements. No improvements are proposed by the project at the five off-site study intersections in addition to the planned improvements being constructed or implemented by others. The planned improvements by others are anticipated to mitigate the traffic impacts associated with the proposed UW Medicine Testing Lab project. Transportation Impact Fees. To mitigate long-term traffic impacts, the City of Renton requires payment of a traffic impact fee. The City of Renton impact fee schedule does not include a category for medical testing lab use. Therefore, an independent transportation impact fee calculation was calculated for the proposed use as allowed by Renton Municipal Code (RMC) 4-1-190 (H) Independent Impact Fee Calculations. Based on the user-specific information provided by the applicant, the proposed UW Medicine Testing Lab project at 1601 Lind Ave SW and 1602 Raymond Ave SW is expected to generate a total of 20 new weekday PM peak hour vehicle trips. Thus, the preliminary estimated transportation impact fee will be calculated based on standard City factors to convert vehicle trips to person trips and $8,031.94 per person trip (current 2023 rate)). Final transportation impact fees will be paid based on the current impact fee rate at the time of building permit issuance less any applicable transportation impact fee credit. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 3 INTRODUCTION This Traffic Impact Analysis (TIA) ha has been prepared for the proposed UW Medicine Testing Lab project located at 1601 Lind Ave SW and 1602 Raymond Ave SW in Renton, WA as shown in the Figure 1 Vicinity Map. Project Description The University of Washington Medical Center is proposing to consolidate the majority of their non- emergency testing facilities into an existing building located at 1601 Lind Ave SW. The existing site includes a total of approximately 199,168 square feet (SF) of building area that was previously occupied by office use, but has been vacant for more than 3 years. A UW Medicine testing lab and supporting administrative office use consisting of 39,834 SF currently occupies the first floor of the building, which was previously approved as Phase 1. The proposed Phase 2 project at 1601 Lind Ave SW would occupy the remaining four floors of the building (floors 2 through 5) with additional testing lab facilities, support offices, and amenities. The testing lab will operate 24 hours a day, 7 days a week. This testing lab will contain equipment to perform tests on samples that are collected in other locations and couriered to the facility using small courier vehicles (including cars and small panel trucks like FedEx). Patients requiring testing are not expected to visit the facility. The University of Washington also proposes to use the existing building located at 1602 Raymond Ave SW as a long-term medical testing storage facility with storage for freezers and refrigerators. The existing building consists of 5,863 SF and was previously occupied by a daycare use, but has been vacant for more than 3 years. Vehicular access to both sites (1601 Lind Ave SW and 1602 Raymond Ave SW) would preliminarily be provided only via the existing full access driveway on SW Raymond Street. It should be noted that vehicular access to the existing curb cuts on Lind Ave SW and SW 16th Street is currently restricted by bollards; however one or both of these driveways may be used for vehicular access in the future. A preliminary site plan for both sites is provided in Appendix A. Project Approach The specific scope of work used in the evaluation of the traffic impacts of the proposed UW Medicine Testing Lab were confirmed through scoping discussions with the City of Renton. To analyze the traffic impacts from the project, the following tasks were undertaken: Assessed existing conditions through field reconnaissance and reviewed existing planning documents. Described and assessed existing transportation conditions in the area. Documented the latest 3-year crash history at the study intersections. Documented existing traffic volumes and intersection levels of service (LOS) at 5 off-site study intersections during the weekday AM and PM peak hours. Documented future planned transportation improvements in the project vicinity. Developed trip generation estimates for weekday daily, AM, and PM peak hour conditions based on the proposed land use and user specific data provided by the applicant. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 4 Documented trip distribution and assignment of weekday AM and PM peak hour project- generated traffic. Documented traffic forecasts and assumptions for future 2025 conditions at the 5 off-site study intersections without and with the proposed development. Analyzed weekday AM and PM peak hour LOS for future 2025 conditions without and with the proposed development at the 5 off-site study intersections. Assessed operations at the proposed site access location, including LOS and queuing during weekday AM and PM peak hour conditions. Documented proposed traffic mitigation. Primary Data and Information Sources 2019 weekday AM and PM peak hour traffic counts provided by the City of Renton. City of Renton Comprehensive Plan Transportation Element, Adopted June 22, 2015 (Amended Dec. 10, 2018). City of Renton 2023 - 2028 Six-Year Transportation Improvement Program (TIP). Highway Capacity Manual (HCM 6th Edition), 2016. Washington State Department of Transportation (WSDOT) Crash Data, 2019-2021. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 5 Figure 1 Project Site Vicinity DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 6 EXISTING CONDITIONS Study Area The existing transportation study area and roadway network providing access to the UW Medicine Testing Lab site is shown on Figure 1. The off-site study intersections evaluated in this transportation analysis were identified and agreed upon by the City of Renton as part of the traffic scoping process. The 5 off-site study intersections are as follows (see also Figure 1): 1. Lind Ave SW / SW Grady Way (signal) 2. Oakesdale Ave SW / SW 16th Street (signal) 3. Raymond Ave SW / SW 16th Street (existing stop-control, future roundabout) 4. Lind Ave SW / SW 16th Street (signal) 5. Lind Ave SW / SW 19th Street (existing stop-control, future signal) Roadway Network The primary anticipated travel routes to and from the UW Medicine Testing Lab site in the City of Renton include Oakesdale Ave SW, Lind Ave SW, Raymond Ave SW, SW 16th Street, and SW 19th Street. Table 1 describes the existing characteristics of these roadways in terms of orientation, arterial classification, posted speed limits, number of lanes, presence of street parking, pedestrian facilities, and bicycle facilities. The relationship of these roadways to the project site is shown in Figure 1. Table 1 Existing Roadway Network Summary – Project Site Vicinity Roadway Orientation Classification Speed Limit (mph) Number Travel Lanes Street Parking Sidewalks Bicycle Facilities Oakesdale Ave SW North/ South Principal Arterial 35 mph 5 None Both Sides Both Sides Lind Ave SW North/ South Minor Arterial 35 mph 4-5 None Both Sides None Raymond Ave SW North/ South Local Access 25 mph 3 None Both Sides None SW 16th Street East/ West Collector 35 mph 3 None Intermittent Both Sides None SW 19th Street East/ West Local Access 25 mph 2-3 None Intermittent Both Sides None Transit Service Public transportation in the immediate project vicinity is served by King County Metro. The closest transit stops are located on Lind Ave SW south of SW 16th Street (providing access to King County Metro Transit route 153) and on the south side of SW 16th Street west of Lind Ave SW (providing access to King County Metro Rapid Ride F). Route 153 provides service between Kent, the south Renton Park & Ride, and the Renton Transit Center. Weekday service currently runs from 6:00 AM to 7:30 PM with approximate 30-minute headways. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 7 Rapid Ride F provides service between the Burien Transit Center, SeaTac, the Tukwila International Boulevard Station, Tukwila Station, the Renton Transit Center, and The Landing. Weekday and weekend service currently runs from 5:00 AM to 12:00 AM with approximate 15 to 30-minute headways. It should be noted that Rapid Ride F is currently rerouted and does not stop at the SW 16th Street stop as a result of the Lind Ave SW bridge closure. Additionally, the Sound Transit Tukwila Station is located approximately 1 mile walking distance from the proposed UW Medicine site and provides service to the Sound Transit S Line which provides service between Seattle and Lakewood. Non-Motorized Transportation Facilities Non-motorized transportation facilities in the immediate project vicinity include sidewalks on the south side of SW 16th Street, both sides of Lind Ave SW, both sides of Raymond Ave SW, and the south side of SW 19th Street. Crosswalks and pedestrian push buttons are also provided at all signalized intersections in the project vicinity. No bike lanes are provided in the immediate project vicinity except on both sides of Oakesdale Ave SW. Crash History Historic crashes at the study intersections were analyzed for the three-year period from 2019 to 2021. Crash data was provided by WSDOT. Summaries of the total and yearly average crashes during this period are provided in Table 2. The detailed crash history is included in Appendix B. Table 2 Crash Data Summary, January 1, 2019, to December 31, 2021 Study Intersection 2019202020213-Year Total Crashes Avg. Annual Crashes Est. AWDT1 Crashes per MEV2 1. Lind Ave SW / SW Grady Way 10 4 4 18 6.00 48,780 0.34 2. Oakesdale Ave SW / SW 16th Street 1 0 0 1 0.33 25,180 0.04 3. Raymond Ave SW / SW 16th Street 2 0 0 2 0.67 12,990 0.14 4. Lind Ave SW / SW 16th Street 5 1 1 7 2.33 27,290 0.23 5. Lind Ave SW / SW 19th Street 1 2 0 3 1.00 15,530 0.18 Source: WSDOT Crash Records. 1 AWDT = Average Weekday Daily Traffic. Estimated daily volumes are based on 2019 PM volumes and a K-factor of 10. 2 MEV = Million Entering Vehicles for Intersections. Intersection crash rates over 1.0 crash per MEV generally warrant further review to determine if any patterns exist. Based on the crash data, none of the study intersections have a rate that exceeds 1.0 crash per MEV. Traffic Volumes Per direction from the City of Renton, existing weekday AM and PM peak hour traffic volumes at the 5 off-site study intersections were based on 2019 (pre-COVID) counts provided by the City and documented in the 1905 Raymond Ave SW Distribution Facility Traffic Impact Analysis (NV5, October 28, 2021). The AM peak hour represents the highest one-hour time period between 7:00 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 8 and 9:00 AM. The PM peak hour represents the highest one-hour time period between 4:00 and 6:00 PM. Year 2023 peak hour traffic volumes were estimated by applying a 3.0 percent annual background growth rate to the 2019 traffic volumes as directed by City Staff as part of traffic scoping in addition to trips from the following “pipeline” projects: 70% occupancy of the Amazon SWA2 Distribution Facility at 1905 Raymond Ave SW 100% occupancy of Phase 1 of the UW Medicine Testing Lab at 1601 Lind Ave SW Figures 2 and 3 illustrate the estimated 2023 weekday AM and PM peak hour traffic volumes at the study intersections. Appendix C includes the existing AM and PM peak hour traffic count sheets. It should be noted that based on a comparison of the forecast 2023 peak hour traffic volumes shown in Figures 2 and 3 to existing 2022 and 2023 weekday AM and PM peak hour traffic counts conducted at the study intersections, the use of 2019 (pre-COVID) traffic volumes with a background annual growth rate of 3.0 percent to estimate current 2023 peak hour traffic volumes results in volumes that are 2 to 4 times higher than recent 2022/2023 weekday peak hour traffic volumes at the study intersections. Therefore, this analysis should be considered conservative. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 9 Figure 2 2023 Weekday AM Peak Hour Traffic Volumes DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 10 Figure 3 2023 Weekday PM Peak Hour Traffic Volumes DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 11 Intersection Levels of Service Existing weekday AM and PM peak hour level of service (LOS) analyses were conducted at the five off-site study intersections. LOS generally refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes intersection LOS. At signalized intersections, LOS A represents free-flow conditions (motorists experience little or no delays), and LOS F represents forced- flow conditions where motorists experience an average delay in excess of 80 seconds per vehicle. The LOS reported for signalized intersections represents the average control delay (sec/veh) and can be reported for the overall intersection, for each approach, and for each lane group (additional v/c ratio criteria apply to lane group LOS only). The LOS reported at stop-controlled intersections is based on the average control delay and can be reported for each controlled minor approach, controlled minor lane group, and controlled major-street movement (and for the overall intersection at all-way stop controlled intersections). Table 3 outlines the current HCM 6th Edition LOS criteria for signalized and stop-controlled intersections based on these methodologies. Table 3 LOS Criteria for Signalized and Stop-Controlled 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 (6th Edition), Transportation Research Board, 2016. 2 For approach-based and intersection-wide assessments at signals, LOS is defined solely by control delay. 3 For two-way stop controlled intersections, the LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole at two-way stop controlled intersections. For approach-based and intersection-wide assessments at all-way stop controlled intersections, LOS is solely defined by control delay. Level of service calculations at the 5 off-site study intersections were calculated using Synchro 11 traffic analysis software. Existing signal timing used in the analysis was provided by the City of Renton. Based on the City of Renton’s LOS standards, the LOS standard is LOS D at all study intersections with the exception to the off-site study intersection of Lind Ave SW/SW Grady Way, where The Transportation Element of the City’s Comprehensive Plan specifies a standard of LOS E along the SW Grady Way corridor. The 2023 existing weekday AM and PM peak hour LOS analysis results at the off-site study intersections are summarized in Table 4. The 2023 existing detailed LOS worksheets are included in Appendix D. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 12 Table 4 Existing 2023 Weekday Peak Hour LOS Summary AM Peak Hour PM Peak Hour Study Intersection LOS Delay (sec)LOS Delay (sec) Signalized: 1. Lind Ave SW / SW Grady Way D 42.6 E 79.7 2. Oakesdale Ave SW / SW 16th Street D 38.0 E 67.1 4. Lind Ave SW / SW 16th Street B 14.6 C 27.9 Side-Street Stop-Controlled: 3. Raymond Ave SW / SW 16th Street Northbound Approach (stop)D 34.8 F >100 Southbound Approach (stop)C 18.4 E 41.5 Eastbound Left-Turn A 8.1 A 8.6 Westbound Left-Turn A 9.0 B 10.3 5. Lind Ave SW / SW 19th Street Northbound Left-Turn A 9.8 A 0.0 Southbound Left-Turn A 8.5 A 9.7 Eastbound Left-Turn (stop)F 95.2 F >100 Eastbound Thru-Right (stop)C 19.0 B 14.9 Westbound Left-Turn (stop)D 36.8 F 55.0 Westbound Thru-Right (stop)D 28.8 C 18.4 As shown in Table 4, during the weekday AM peak hour, all signalized study intersections and controlled movements at the stop-controlled intersections currently operate at acceptable LOS (LOS E or better at Lind Ave SW/SW Grady Way and LOS D or better at all other study intersections) except for the following: Lind Ave SW/SW 19th Street – side-street eastbound left-turn (stop-controlled) operates at LOS F During the weekday PM peak hour, two of the five study intersections currently operate at acceptable LOS (LOS E or better at Lind Ave SW/SW Grady Way and LOS D or better at all other study intersections). The following study intersections currently operate at LOS E/F: Oakesdale Ave SW/SW 16th Street – LOS E Raymond Ave SW/SW 16th Street – side-street northbound and southbound approaches (stop-controlled) operate at LOS F and LOS E, respectively Lind Ave SW/SW 19th Street – side-street eastbound and westbound left-turns (stop- controlled) operate at LOS F DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 13 FUTURE CONDITIONS Planned Transportation Improvements This section documents the known planned transportation improvements in the study area. There are two planned transportation improvement projects identified in the City of Renton’s adopted 2023- 2028 Transportation Improvement Program (TIP) in the project vicinity. TIP #22-03: Oakesdale Ave SW Preservation Project (Fully Funded) Description: This project will resurface the roadway along Oakesdale Ave SW from SW 34th St northward to SW 16th St. This project will install signed and marked bike lanes, update channelization, adjust or upgrade intersection ramps and corners to current ADA standards, and adjust or evaluate the replacement of existing features affected. This project is ranked priority #13 in the City’s TIP and the total project cost is expected to be approximately $2,458,110. TIP #22-34: Lind Ave SW Roadway Widening (Funding Undetermined) Description: This project will widen the existing roadway to 5 lanes where required, including curb, gutter, drainage, signals, lighting, signage, and channelization. The project is ranked priority #53 in the City’s TIP. Improvements at the following intersections are required as SEPA mitigation for the1905 Raymond Ave SW (Amazon) project and are anticipated to be completed in 2023: Raymond Ave SW/SW 16th Street (#3) will be converted to a single-lane roundabout. Lind Ave SW/SW 19th Street (#5) will be signalized. In addition, the1905 Raymond Ave SW (Amazon) project is required to fund the implementation of Adaptive Signal Control Technology (ASCT) Split Cycle Offset Optimization Technique (SCOOT) to improve overall operations of the intersections of Lind Ave SW/SW Grady Way, Lind Ave SW/SW 16th Street, Oakesdale Ave SW/SW Grady Way, and Oakesdale Ave SW/SW 16th Street. Project Trip Generation Based on information provided by the applicant, the proposed testing lab facilities are a use that is not consistent with a specific land use category established in the Institute of Transportation Engineers (ITE) Trip Generation Manual. As such, user-specific information was used for the trip generation estimate for both the 1601 Lind Ave SW and 1602 Raymond Ave SW sites. To estimate trip generation for the proposed project, the University of Washington provided detailed forecasts of all vehicular trips anticipated to occur on a typical weekday for the entire medical testing lab facility (floors 1 through 5) at 1601 Lind Ave SW and the medical testing storage facility at 1602 Raymond Ave SW. The trip generation associated with the previously approved (entitled) Phase 1 (currently occupying the first floor) at 1601 Lind Ave SW was subtracted from the trip generation forecasts for the entire building to estimate the new trips associated with the proposed Phase 2 tenant improvement in this building, which includes medical testing lab space in the remaining floors (floors 2 through 5). DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 14 The detailed weekday trip estimates for the proposed Phase 2 tenant improvement project (occupying floors 2 through 5 of the building) at 1601 Lind Ave SW and the storage facility project at 1602 Raymond Ave SW are summarized in Appendix E and described by the following categories: Employee Trips – A maximum of 622 total employees are expected in three shifts. The first shift of 329 employees would be from 7:00 AM to 3:30 PM, the second shift of 179 employees would be from 3:00 PM to 11:30 PM, and the third shift of 104 employees would be from 11:00 PM to 7:30 AM. Employees generally arrive 10-20 minutes before the start of their shift and depart 10- 20 minutes after their shift ends. It should be noted that the trip generation estimates for employee trips do not assume any mode-split reductions for alternative modes of travel (walk, bike, transit) and assume that all employees travel to/from the site via single-occupant vehicles (SOVs). Therefore, the trip generation estimates for employee trips should be considered conservative. Specimen Delivery/Pick-up Trips – Up to 262 trips (131 in, 131 out) for specimen delivery/pick-up are expected to occur on a daily basis. These trips are anticipated to occur throughout all 24 hours of the day with at most 4 vehicles arriving and departing during the same hour. The specimen delivery/pick-up vehicles are anticipated to be on-site for less than 1 hour at a time. It should be noted that some trips associated with specimen delivery/pickup were already included in the trip generation estimates for the approved medical testing lab on the 1st floor. Waste Pick-up/Supply Delivery Trips – Up to 4 waste pick-up/supply delivery trips (2 in, 2 out) are expected to occur on a daily basis. These trips are generally anticipated to occur between 8:00 AM and 4:00 PM and be on-site for less than 1 hour at a time. It should be noted that some trips associated with supply delivery, waste and trash pickup, and custodial services were already included in the trip generation estimates for the approved medical testing lab on the 1st floor. Other Trips – Up to 6 UPS or FedEx pickup/delivery trips (3 in, 3 out) are anticipated to occur on a daily basis. It should be noted that trips associated with USPS mail delivery and miscellaneous weekly services (Iron Mountain paper shredding or Aramark) were already included in the trip generation estimates for the approved medical testing lab on the 1st floor. The resulting net new weekday AM and PM peak hour trip generation estimates for the proposed project are summarized in Table 5. Table 5 Project Trip Generation Summary Trips Generated Weekday Time Period In Out Total Daily 758 758 1,516 AM Peak Hour 8 112 120 PM Peak Hour 10 10 20 It should be noted that trip generation credit for the prior office use at the 1601 Lind Ave SW site and the prior daycare use at the 1602 Raymond Ave SW site was not applied to the proposed trip generation since the office and daycare use have been vacant for more than 3 years. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 15 Project Trip Distribution and Assignment The distribution and assignment of the new weekday AM and PM peak hour trips generated by the proposed UW Medicine Testing Lab project were estimated based on existing and anticipated travel patterns in the vicinity of the site and confirmed by City of Renton staff as part of the traffic scoping for the project. The AM and PM peak hour project trip distribution and project trip assignment is shown in Figures 4 and 5, respectively. Future Traffic Volumes Full buildout of the proposed UW Medicine Testing Lab project is expected by 2025. Future 2025 No Action (without project) peak hour traffic volumes were estimated by applying a 3.0 percent annual background growth rate to the existing volumes (as directed by City Staff as part of traffic scoping) in addition to trips from the following pipeline project: 100% occupancy of the Amazon SWA2 Distribution Facility at 1905 Raymond Ave SW The resulting future 2025 No Action AM and PM peak hour traffic volumes are shown in Figures 6 and 7. The 2025 With Project traffic volumes were determined by adding the trip assignment from the proposed development (shown in Figures 4 and 5) to the future 2025 No Action traffic volumes. The resulting 2025 With Project AM and PM peak hour traffic volumes at the 5 off-site study intersections and site access driveway are shown in Figures 8 and 9. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 16 Figure 4 AM Peak Hour Project Trip Distribution and Assignment DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 17 Figure 5 PM Peak Hour Project Trip Distribution and Assignment DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 18 Figure 6 2025 No Action AM Peak Hour Traffic Volumes DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 19 Figure 7 2025 No Action PM Peak Hour Traffic Volumes DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 20 Figure 8 2025 With Project AM Peak Hour Traffic Volumes DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 21 Figure 9 2025 With Project PM Peak Hour Traffic Volumes DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 22 Future Level of Service A future year weekday peak hour Level of Service (LOS) analysis was conducted at the study intersections for future year 2025 No Action (without project) conditions and future year 2025 conditions with the proposed UW Medicine Testing Lab project. The roadway network and signal timing assumed in the future year 2024 LOS analysis was based on existing conditions except at two intersections where future improvements are planned to be constructed by 2024 by Amazon for the 1905 Raymond Ave SW (Amazon) project: Raymond Ave SW/SW 16th Street (#3) will be converted to a single-lane roundabout. Lind Ave SW/SW 19th Street (#5) will be signalized. The channelization and signal phasing assumptions for the two improved intersections were based on approved plans for the Amazon for the 1905 Raymond Ave SW (Amazon) project. The 2025 weekday AM and PM peak hour LOS results at the study intersections without and with the proposed project are summarized in Table 6. The LOS worksheets are included in Appendix D. Table 6 Future 2025 Weekday Peak Hour LOS Summary No Action With Project Study Intersection LOS Delay (sec)LOS Delay (sec) AM PEAK HOUR Signalized: 1. Lind Ave SW / SW Grady Way D 53.9 D 54.3 2. Oakesdale Ave SW / SW 16th Street E 59.2 E 66.1 4. Lind Ave SW / SW 16th Street B 15.6 B 16.7 5. Lind Ave SW / SW 19th Street A 7.2 A 7.3 Roundabout: 3. Raymond Ave SW / SW 16th Street A 9.0 A 9.4 PM PEAK HOUR Signalized: 1. Lind Ave SW / SW Grady Way F 98.1 F 98.8 2. Oakesdale Ave SW / SW 16th Street F 89.2 F 90.9 4. Lind Ave SW / SW 16th Street C 34.4 C 34.9 5. Lind Ave SW / SW 19th Street A 8.9 A 8.9 Roundabout: 3. Raymond Ave SW / SW 16th Street B 14.7 C 15.1 As shown in Table 6, three of the five study intersections are expected to meet the applicable level of service (LOS) standards during the weekday AM and PM peak hours in 2025 with or without the proposed UW Medicine Testing Lab project. The following study intersections are anticipated to operate at LOS E/F: DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 23 Lind Ave SW/SW Grady Way (#1) is anticipated to operate at LOS F during the weekday PM peak hour without and with the proposed project. Oakesdale Ave SW/SW 16th Street (#2) is anticipated to operate at LOS E during the weekday AM peak hour and LOS F during the weekday PM peak hour without or with the proposed project. These two intersections do not operate at acceptable LOS (LOS E or better at Lind Ave SW/SW Grady Way and LOS D or better at Oakesdale Ave SW/SW 16th Street) under existing conditions based on forecasted 2023 existing traffic volumes. Improvements at these two intersections are required as SEPA mitigation by the 1905 Raymond Ave SW (Amazon) project and includes funding the implementation of Adaptive Signal Control Technology (ASCT) Split Cycle Offset Optimization Technique (SCOOT) which is intended to improve overall operations of the intersections. The ASCT SCOOT system was agreed upon as mitigation for the 1905 Raymond Ave SW (Amazon) project since the construction of physical improvements to these intersections would result in a significant disruption to the public. Benefits of implementing the ASCT SCOOT system include but are not limited to the following: Improved travel time reliability and quality of service Consistent flow along mainline corridors Reduced congestion Faster signal response to traffic conditions, including real-time accommodations for variable traffic patterns (special events, construction, or traffic incidents) Reduced emissions due to improved traffic flow Equitable distribution of green time for all traffic movements Prolonged effectiveness of traffic signal timing Continually updated traffic signal timing Site Access Vehicular access to/from the proposed UW Medicine Testing Lab project would initially be provided only via the existing full access driveway on Raymond Ave SW. LOS and queueing were analyzed at the site access driveway using Synchro 11 software based on methodology outlined in the latest edition of the Highway Capacity Manual (6th Edition). The reported queues are estimated 95th percentile queues that are exceeded only 5 percent of the time. Table 7 summarizes the results of the 2025 with project LOS and queue analyses at the site access driveway. The LOS and queue calculation sheets are included in Appendix D. Table 7 Future 2025 With Project Site Access Peak Hour LOS & Queue Summary AM Peak Hour PM Peak Hour Site Access / Controlled Movements LOS Delay (sec) 95th % Queue (ft)1 LOS Delay (sec) 95th % Queue (ft)1 A. Raymond Ave SW / Site Access Driveway Westbound Approach (exiting)B 10.5 25’A 9.2 0’ Southbound Left-Turn (entering)A 7.5 0’A 7.5 0’ 1 Queues are 95th percentile queues. < 25’ indicates 95th percentile queue statistically less than 1 vehicle. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) TENW May 9, 2023 Page 24 As shown in Table 7, all controlled movements entering and exiting the site access driveway are expected to operate at LOS B or better during the weekday AM and PM peak hours in 2025 with minimal queueing. MITIGATION The following summarizes measures identified to mitigate traffic impacts of the UW Medicine Testing Lab development. Off-Site Improvements. No improvements are proposed by the project at the five off-site study intersections in addition to the planned improvements being constructed or implemented by others. The planned improvements by others are anticipated to mitigate the traffic impacts associated with the proposed UW Medicine Testing Lab project. Transportation Impact Fees. To mitigate long-term traffic impacts, the City of Renton requires payment of a traffic impact fee. The City of Renton impact fee schedule does not include a category for medical testing lab use. Therefore, an independent transportation impact fee calculation was calculated for the proposed use as allowed by Renton Municipal Code (RMC) 4-1-190 (H) Independent Impact Fee Calculations. Based on the user-specific information provided by the applicant, the proposed UW Medicine Testing Lab project at 1601 Lind Ave SW and 1602 Raymond Ave SW is expected to generate a total of 20 new weekday PM peak hour vehicle trips. Thus, the preliminary estimated transportation impact fee will be calculated based on standard City factors to convert vehicle trips to person trips and $8,031.94 per person trip (current 2023 rate)). Final transportation impact fees will be paid based on the current impact fee rate at the time of building permit issuance less any applicable transportation impact fee credit. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Appendix A Preliminary Site Plan DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 F L O OD Z O NE "X " F L O OD Z O NE "A E" F L OOD Z ONE "AE " F L OOD Z ONE " X " OWNER: PROVIDENCE HEALTH SYSTEMO/H EO/H E O/H E O/H E LIND AVE. SWS.W. 16TH STREET 10.4'45.0'800707046480070704648007070464 8008200077 40'45' 40'45' N89°34'32"E 32.54' N89°34'32"E 412.79'S01°19'23"W403.71'N89°49'54"W 502.07' S01°22'05"W 5.00'20.0'20.0' FRONT SETBACK SIDE SETBACK CONC WALK IS 1.32' OUTSIDE EASEMENT APPROXIMATE FLOOD ZONE BOUNDRY PER FEMA FLOOD MAP (21)(21) (22) (23) (2 2) (2 2 ) (22) (22)(23)(23)(23)(23)(24)(23)(23)(24)(24)(23)(22)(24)(24)(23)(2 2 ) (2 2 )(22)(24)( 2 4 ) (24)(24)(22) (22)(23)(23)(22)(24)(21)(24)(23) (22) (26) (26)(22)(22) (22) (2 1 )(25)(25)(25)(25)(25)(25)(20)(20)(25)(2 5 ) (2 5 )(25)(25)ID #85 ID #150 2"DEC (TYP.) 6"DEC ID #101 4"DEC 4"DEC 6"DEC ID #96 8"DEC 6"DEC2"DEC 8"DEC 6"DEC6"DEC6"DEC6"DEC6"DEC8"DEC 8"DEC ID #1 ID #2 ID #3 ID #4 ID #5 ID #6 4"DEC 6"DEC 6"DEC ID #104 ID #103 ID #98 4"DEC2"DECID #48ID #137 4"DEC ID #130 ID #131 ID #132 ID #7 ID #8 ID #9 ID #10 ID #11 ID #12 ID #13 ID #14 ID #15 ID #16 ID #17 ID #18 ID #19 ID #20 ID #21 ID #22 ID #23 ID #24 ID #25 ID #26 ID #27 ID #28 ID #29 ID #30 ID #31 ID #32 ID #33ID #34ID #35ID #36ID #37ID #38ID #39 ID #40 ID #41 ID #42 ID #52 ID #53ID #54ID #55ID #57 ID #58 ID #59 ID #60 ID #61 ID #62 ID #63 ID #64 ID #65 ID #66 ID #67 ID #68 ID #69 ID #70 ID #71 ID #72 ID #73 ID #74 ID #75 ID #76 ID #77 ID #78 ID #79 ID #80 ID #81 ID #83 ID #82 ID #84 ID #86 ID #87 ID #126 ID #88 ID #89 ID #90 ID #91 ID #92 ID #93 ID #95 4"CON ID #116 ID #117 ID #149ID #148ID #147ID #146 ID #145 ID #144ID #133 ID #135 ID #134 ID #136 ID #127 ID #128 ID #129 ID #138 ID #139 ID #141 ID #142 ID #143 ID #51 ID #97 ID #115 ID #114 ID #106 ID #107 ID #102 ID #99 ID #100 ID #113 ID #108 ID #109 ID #110 ID #112 ID #111 ID #118ID #119ID #121ID #125ID #124ID #122ID #153ID #47ID #46ID #151ID #50ID #123ID #120ID #43 ID #44 ID #45 ID #152CROSSWALKYELLOWSTRIPESTOP BAR LOADING DOCK STRIPE ENTRANCE SIGN "RIGHTTURN ONLY""BUS STOP" "RIGHT TURN ONLY""NO RACINGZONE"""NOTRESSPASSING""FAA" SIGN "15 MIN PARKING" HANDICAP PARKING "H/C""VAN POOL""H/C" "BUS STOP" "BUS STOP""FLOOD EVAC. ROUTE" (6) "H/C PARKING" SIGNS STREET SIGN "NO TRESPASSING" SIGN "CCTV SURVEILANCE" "VISITOR/ BUILDING ENGINEER PARKING ONLY" CRW CRW CRW39' DWY30' DWY 6'CONC. WALK 6'CONC. WALK 6'CONC. WALKSPEED BUMP SPEED BUMP SPEED BUMP17 P.S.24 P.S 20 P.S. 17 P.S.17 P.S. 8 P.S. 21 P.S 16 P.S. 14 P.S. 16 P.S. 17 P.S. 16 P.S. 9 P.S. 7 P.S. 12 P.S. 13 P.S.11 P.S."MAIL TRUCK PARKING ONLY" 33 P.S. NO PARKING 18 P.S. 2 P.S. 2 P.S. D D D D D S D D D D 23.06 21.65 21.23 21.3 0 21.2 9 23.48 19.6 3 19.94 19.44 19.30 25.08 22.65 23.51 23.67 23.53 N89°34'32"E 1027.81'N01°19'23"EN01°20'40"E460.23'PROJECT SITE: 1601 LIND AVE SW CURRENT USES (EXISTING BUILDING): LABORATORIES: RESEARCH, DEVELOPMENT AND TESTING - LEVEL 1 OFFICES, GENERAL - LEVELS 1-5 PROPOSED USES: PRINCIPLE USE: LABORATORIES: RESEARCH, DEVELOPMENT AND TESTING - LEVELS 1-5 ACCESSORY USE: OFFICE, GENERAL - LEVELS 1-5 PARCEL NO: 3340404006 FLOOR NET AREA (EXISTING): 197,446 SF APPROX LOT AREA: 229,238 SF (5.263 AC) PRIMARY ENTRANCE ENTRANCE / EXIT ENTRANCE / EXIT ENTRANCE / EXIT EXISTING GENERATOR w/ FUEL TANK REMOVED EXISTING GENERATOR REMOVED EXISTING FUEL TANK REMOVED EXISTING ELECTRICAL TRANSFORMER REMOVED EXISTING FENCE ENCLOSURE PROPERTY LINEEXISTING REFUSE, COMPOST & RECYLCING LOCATION NOTE: ALL INFORMATION ON SITE PLAN REQUIRES VERIFICATION 319 SF 1,487 SF PROPOSED ADDITIONAL REFUSE & RECYLCING LOCATION WITH 6' FENCE ENCLOSURE (4-4-090.C9) EXISTING FFE = 25.01' (11 BIKES) HATCHED AREA: 10 STALLS RESERVED FOR COURIER/ VENDOR 20 LOCKABLE BIKE LOCKERS. 12 SINGLE & 4 DOUBLE UNITS AS102 A5 FEMA BASE FLOOD ELEVATION = 20' AS102 A2 GENERATOR GENERATOR 3 4 2 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 37 38 39 40 41 42 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 84 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 181 182 183 184 185 186 187 188 189 239 238 240 241 242 243 244 245 246 167 168 169 170 171 172 173 174 175 176 177 178 179 180 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 280281282283284285286287288289290291 304 303 302 301 298 297 296 295 294 293 292 247248249250251252253254255256257258259260261262263264265266267268269270271272273274275276277278279 305306 308 307 309310 311312 314 313 315 300 299 PSE SUB-STATION PARKING LOT (COMMERCIAL) 77'-3"19'-3"46'-6"6'-4"6'-0"12'-8"6'-0"6'-4"5'-0"13'-0"37'-0" 24'-1"183'-2"250'-4"223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 www.nbbj.com PROJECT NUMBER PROJECT ARCHITECT SHEET NAME SHEET NUMBER PROJECT MANAGER: STRUCTURAL ENGINEER: MEP: REVISIONS MARK DATE DESCRIPTIONB 1 2 A C D E 3 4 5 6 1 2 3 4 5 6 F B A C D E F CBRE 1420 5TH AVE, SUITE 1700 SEATTLE, WA 98101 WSP USA 1001 FOURTH AVE., SUITE 3100 SEATTLE, WA 98154 WSP USA 1001 FOURTH AVE., SUITE 3100 SEATTLE, WA 98154 LAB CONSULTING MANAGER: WESTLAKE CONSULTING GROUP 2825 EASTLAKE AVE. E, SUITE 350 SEATTLE WA 98102 LAB PLANNING: WSP USA 3340 PEACHTREE ROAD NE, SUITE 2400 ATLANTA, GA. 30326 3/15/2023 4:56:09 PMAutodesk Docs://102987.00 - UW DLMP R22/ARCH_UW DLMP_TI.rvt102987.00 S.LAZEN ARCHITECTURAL SITE PLAN AS101-A2 UW DLMP CENTRAL LABS TI CONDITIONAL USE PERMIT MARCH 16, 2023 1" = 20'-0"A1 ARCHITECTURAL SITE PLAN DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 DN D 22.10 22.24 22.8322.42 22.24 23.02 22.6322.61 23.15 23.06 2 3.6 8 23.58 23.51 23.14 23.17 22.90 22.88 22.91 22.75 23.38 22.29 2 2.8 6 2 5.10 24.64 24.77 24.95 26.51 23.44 2 3.4 6 24.86 2 4.7 2 26.47 2 4.4 6 2 4.5 8 26.43 22.94 22.55 22.30 2 2.8 2 24.50 25.00 2 4.3 0 23.31 N01°20'40"E460.23'11 P.S. 13 P.S.F L OOD Z ONE "AE " F L OOD Z ONE " X " (23) (22)(23)(2 1 )6"DEC6"DEC8"DEC 8"DEC ID #1 ID #2 ID #3 ID #4 SPEED BUMPNO PARKING 18 P.S. AE201 A1 2 A D E F 1 B C PUBLIC UTILITIES EASEMENT PUBLIC UTILITIES EASEMENTPUBLIC UTILITIES EASEMENTEASEMENT PUBLIC UTILITIES PSE EASEMENT PSE EASEMENTPSE EASEMENT48" CORRUGATED METAL PIPE EXISTING CATCH BASIN 48" CORRUGATED PIPE (25')(24') (23') (24' ) (22' ) (23' ) (24') (25') (23') TO COMBUSTIBLE 10'-0" CLEAR TO COMBUSTIBLE10'-0" CLEAR10" WATER MAIN 10" WATER MAIN 3'-0" CLEAR TO NON-COMBUSTIBLE MAIN ELECTRICAL ROOM NON-COMBUSTIBLE RECLADDING6'-0"4'-1 1/8"4'-1"7'-4 5/8" GENERATOR & FUEL TANK GENERATOR & FUEL TANK FUEL FILL STATION 3'-6"3'-4"8'-0"8'-0"3'-4"4'-0" 4'-4 5/8"MTS 1 MTS 2 34'-9 7/8"32'-1 3/8"EXISTING REFUSE, COMPOST & RECYLCING LOCATION - NO PROPOSED CHANGES 319 SF 1,487 SF PROPOSED ADDITIONAL REFUSE & RECYLCING LOCATION WITH 6' FENCE ENCLOSURE (4-4-090.C9) HATCHED AREA: 10 STALLS RESERVED FOR COURIER/ VENDOR 20 LOCKABLE BIKE LOCKERS. 12 SINGLE & 4 DOUBLE UNITS 77'-3"19'-3"46'-6"310 309 307 308 306 305 279 RESTRIPE AREA FOR NO PARKING 223 YALE AVENUE NORTH SEATTLE, WASHINGTON 98109 PHONE 206 223 5555 www.nbbj.com PROJECT NUMBER PROJECT ARCHITECT SHEET NAME SHEET NUMBER PROJECT MANAGER: STRUCTURAL ENGINEER: MEP: REVISIONS MARK DATE DESCRIPTIONB 1 2 A C D E 3 4 5 6 1 2 3 4 5 6 F B A C D E F CBRE 1420 5TH AVE, SUITE 1700 SEATTLE, WA 98101 WSP USA 1001 FOURTH AVE., SUITE 3100 SEATTLE, WA 98154 WSP USA 1001 FOURTH AVE., SUITE 3100 SEATTLE, WA 98154 LAB CONSULTING MANAGER: WESTLAKE CONSULTING GROUP 2825 EASTLAKE AVE. E, SUITE 350 SEATTLE WA 98102 LAB PLANNING: WSP USA 3340 PEACHTREE ROAD NE, SUITE 2400 ATLANTA, GA. 30326 3/15/2023 4:56:11 PMAutodesk Docs://102987.00 - UW DLMP R22/ARCH_UW DLMP_TI.rvt102987.00 S.LAZEN ARCHITECTURAL SITE PLANS - ENLARGED AS102 UW DLMP CENTRAL LABS TI CONDITIONAL USE PERMIT MARCH 16, 2023 1/8" = 1'-0"A5 ARCHITECTURAL SITE PLAN -ELECTRICAL YARD 1/8" = 1'-0"A2 ARCHITECTURAL SITE PLAN -REFUSE/RECYCLE DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 BIKE LOCKERSSTOP SIGN/STREET SIGNMECH.EQUIP.LIGHTPOLELIGHTPOLELIGHTPOLELIGHTPOLELIGHTPOLECONCRETE PATHWAYCONCRETE PATHWAYLIGHTPOLE1602 RAYMONDAVENUE SOUTHWESTMOVABLEGATELIGHTPOLELETTER BOXPOLEMANHOLEFIREHYDRANTLIGHT POLE··DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Appendix B Detailed Crash History DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 OFFICER REPORTED CRASHES THAT OCCURRED at OR in the vicinity of MULTIPLE INTERSECTIONS & ROAD SEGMENT IN THE CITY OF RENTON 01/01/2017 - available 2022 See 2nd tab below for road information JURISDICTION COUNTY CITY PRIMARY TRAFFICWAY BLOCK NUMBER INTERSECTING TRAFFICWAY DATE TIME MOST SEVERE INJURY TYPE JUNCTION RELATIONSHIP FIRST COLLISION TYPE / OBJECT STRUCK City Street King Renton LIND AVE SW 0 SW 16TH ST 12/04/2019 16:50 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton LIND AVE SW SW 16TH ST 08/16/2021 17:01 Died in Hospital At Intersection and Related Entering at angle City Street King Renton LIND AVE SW 0 SW 16TH ST 05/14/2019 16:12 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton LIND AVE SW 0 SW 16TH ST 05/09/2019 06:16 Possible Injury At Intersection and Related Entering at angle City Street King Renton LIND AVE SW 0 SW 16TH ST 01/28/2020 07:42 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton LIND AVE SW 0 SW 16TH ST 07/29/2019 17:04 Possible Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton LIND AVE SW 0 SW 19TH ST 06/05/2019 18:25 Possible Injury At Intersection and Related Entering at angle City Street King Renton LIND AVE SW 0 SW 19TH ST 02/03/2020 16:41 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton LIND AVE SW 1999 SW 19TH ST 08/24/2020 07:10 Possible Injury At Intersection and Related Entering at angle City Street King Renton LIND AVE SW 0 SW GRADY WAY 05/25/2019 12:24 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton LIND AVE SW 0 SW GRADY WAY 05/03/2019 14:30 Suspected Minor Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton LIND AVE SW 0 SW GRADY WAY 02/15/2020 00:05 Possible Injury At Intersection and Related Signal Pole City Street King Renton LIND AVE SW 0 SW GRADY WAY 01/02/2019 13:28 No Apparent Injury At Intersection and Not Related From same direction - both going straight - both moving - sideswipe City Street King Renton LIND AVE SW 0 SW GRADY WAY 05/17/2019 07:20 No Apparent Injury At Intersection and Related Entering at angle City Street King Renton SW 16TH ST 0 LIND AVE SW 01/26/2019 14:54 No Apparent Injury At Intersection and Related From same direction - both going straight - one stopped - rear-end City Street King Renton SW 16TH ST 0 OAKESDALE AVE SW 01/04/2019 22:07 No Apparent Injury At Intersection and Related From same direction - both going straight - one stopped - rear-end City Street King Renton SW 16TH ST 0 RAYMOND AVE SW 09/12/2019 09:45 No Apparent Injury At Intersection and Related Entering at angle City Street King Renton SW 16TH ST 0 RAYMOND AVE SW 02/08/2019 10:33 No Apparent Injury At Intersection and Related Entering at angle City Street King Renton SW GRADY WAY 0 LIND AVE SW 06/20/2020 23:14 No Apparent Injury At Intersection and Related Signal Pole City Street King Renton SW GRADY WAY 361 LIND AVE SW 09/29/2021 07:35 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton SW GRADY WAY LIND AVE SW 04/19/2021 21:37 Possible Injury At Intersection and Related From same direction - both going straight - one stopped - rear-end City Street King Renton SW GRADY WAY 0 LIND AVE SW 05/02/2019 16:54 No Apparent Injury At Intersection and Related Entering at angle City Street King Renton SW GRADY WAY 0 LIND AVE SW 04/27/2020 17:41 No Apparent Injury At Intersection and Related From same direction - both going straight - one stopped - rear-end City Street King Renton SW GRADY WAY 0 LIND AVE SW 07/01/2019 18:05 Suspected Minor Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton SW GRADY WAY 361 LIND AVE SW 08/20/2021 20:08 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton SW GRADY WAY 361 LIND AVE SW 04/12/2021 14:18 Possible Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton SW GRADY WAY 0 LIND AVE SW 10/23/2019 18:40 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton SW GRADY WAY 0 LIND AVE SW 01/04/2019 19:03 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton SW GRADY WAY 0 LIND AVE SW 02/28/2020 17:00 No Apparent Injury At Intersection and Related From same direction - both going straight - one stopped - rear-end City Street King Renton SW GRADY WAY 0 LIND AVE SW 05/17/2019 08:55 No Apparent Injury At Intersection and Related From opposite direction - one left turn - one straight City Street King Renton SW GRADY WAY 0 LIND AVE SW 11/02/2019 14:35 Possible Injury At Intersection and Related From opposite direction - one left turn - one straight Under 23 U.S. Code § 148 and 23 U.S. Code § 407, safety data, reports, surveys, schedules, lists compiled or collected for the purpose of identifying, evaluating, or planning the safety enhancement of potential crash sites, hazardous roadway conditions, or railway-highway crossings are not subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location mentioned or addressed in such reports, surveys, schedules, lists, or data. WSDOT - Transportation Data, GIS and Modeling Office Crash Data and Reporting Branch - JB 04/12/2023 1 of 1 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Appendix C Peak Hour Turning Movement Counts DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Day Type 1: Weekday (Tu-Th) EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part Total 00: All Day (12am-12am)685 136 543 232 118 638 466 6,156 267 764 4,239 661 14,905 04: 3am (3am-4am)- - - 4 - 3 14 6 2 3 9 - 41 05: 4am (4am-5am)- - - - - - - - - - - - - 06: 5am (5am-6am)5 - 8 3 - 25 26 133 - - 64 12 276 07: 6am (6am-7am)2 4 9 18 14 32 68 302 5 12 108 47 621 08: 7am (7am-8am)15 - 6 43 6 76 116 375 9 15 278 98 1,037 09: 8am (8am-9am)21 8 6 38 28 63 23 404 11 17 412 219 1,250 10: 9am (9am-10am)13 8 13 9 6 52 26 398 7 19 266 81 898 11: 10am (10am-11am)20 9 14 12 6 33 9 271 3 24 207 31 639 12: 11am (11am-12noon)46 10 6 12 4 26 15 340 5 15 234 27 740 13: 12pm (12noon-1pm)45 6 39 8 19 18 9 399 4 33 308 47 935 14: 1pm (1pm-2pm)33 10 14 5 7 22 15 382 14 30 275 43 850 15: 2pm (2pm-3pm)43 5 35 5 6 22 12 459 14 34 323 8 966 16: 3pm (3pm-4pm)102 10 67 7 5 25 6 588 21 48 404 13 1,296 17: 4pm (4pm-5pm)163 5 109 13 7 36 - 597 29 54 528 12 1,553 18: 5pm (5pm-6pm)141 5 30 25 4 48 9 593 38 70 368 5 1,336 19: 6pm (6pm-7pm)24 10 35 17 - 63 69 271 26 72 178 4 769 20: 7pm (7pm-8pm)8 9 66 5 3 26 28 235 15 84 98 3 580 21: 8pm (8pm-9pm)4 5 59 - - 29 - 112 36 100 62 - 407 01: 12am (12am-1am)- - - - - 8 - 8 2 9 13 - 40 02: 1am (1am-2am)- - - - - 3 1 10 - 4 14 1 33 03: 2am (2am-3am)- - - - - - - 14 - 2 12 - 28 22: 9pm (9pm-10pm)- 14 4 8 - 13 - 146 13 58 35 - 291 23: 10pm (10pm-11pm)4 - - - - 4 - 43 15 33 20 1 120 24: 11pm (11pm-12am)10 7 - 3 - 2 - 19 - 26 21 - 88 EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part 00: All Day (12am-12am)50%10%40%23%12%65%7%89%4%13%75%12% 04: 3am (3am-4am)---57%0%43%64%27%9%25%75%0% 05: 4am (4am-5am)------------ 06: 5am (5am-6am)38%0%62%11%0%89%16%84%0%0%84%16% 07: 6am (6am-7am)13%27%60%28%22%50%18%81%1%7%65%28% 08: 7am (7am-8am)71%0%29%34%5%61%23%75%2%4%71%25% 09: 8am (8am-9am)60%23%17%29%22%49%5%92%3%3%64%34% 10: 9am (9am-10am)38%24%38%13%9%78%6%92%2%5%73%22% 11: 10am (10am-11am)47%21%33%24%12%65%3%96%1%9%79%12% 12: 11am (11am-12noon)74%16%10%29%10%62%4%94%1%5%85%10% 13: 12pm (12noon-1pm)50%7%43%18%42%40%2%97%1%9%79%12% 14: 1pm (1pm-2pm)58%18%25%15%21%65%4%93%3%9%79%12% 15: 2pm (2pm-3pm)52%6%42%15%18%67%2%95%3%9%88%2% 16: 3pm (3pm-4pm)57%6%37%19%14%68%1%96%3%10%87%3% 17: 4pm (4pm-5pm)59%2%39%23%13%64%0%95%5%9%89%2% 18: 5pm (5pm-6pm)80%3%17%32%5%62%1%93%6%16%83%1% 19: 6pm (6pm-7pm)35%14%51%21%0%79%19%74%7%28%70%2% 20: 7pm (7pm-8pm)10%11%80%15%9%76%10%85%5%45%53%2% 21: 8pm (8pm-9pm)6%7%87%0%0%100%0%76%24%62%38%0% 01: 12am (12am-1am)---0%0%100%0%80%20%41%59%0% 02: 1am (1am-2am)---0%0%100%9%91%0%21%74%5% 03: 2am (2am-3am)------0%100%0%14%86%0% 22: 9pm (9pm-10pm)0%78%22%38%0%62%0%92%8%62%38%0% 23: 10pm (10pm-11pm)100%0%0%0%0%100%0%74%26%61%37%2% 24: 11pm (11pm-12am)59%41%0%60%0%40%0%100%0%55%45%0% 19th - W - In 19th - E - In Lind - S - In Lind - N - In TURNING MOVEMENT COUNTS 19th - W - In 19th - E - In Lind - S - In Lind - N - In TURNING MOVEMENT PERCENTAGE DocuSign Envelope ID: 2C4A6631-DC6E-4782-B5C1-C3C1FD820667 Lind/19th DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Day Type 1: Weekday (Tu-Th) EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part Total 00: All Day (12am-12am) 2,519 2,973 1,614 66 2,624 3,260 953 6,735 51 1,658 4,724 1,792 28,969 01: 12am (12am-1am) 9 44 6 - 17 13 1 12 - 15 14 6 137 02: 1am (1am-2am) 8 19 8 - 15 16 2 10 - 6 11 7 102 03: 2am (2am-3am) 1 9 2 - 13 17 2 12 - 3 11 1 71 04: 3am (3am-4am) 2 21 4 - 35 16 2 9 - 6 10 6 111 05: 4am (4am-5am) 12 31 5 - 77 32 8 53 - 8 20 14 260 06: 5am (5am-6am) 30 79 19 - 148 134 37 126 - 37 62 62 734 07: 6am (6am-7am) 65 120 48 4 165 203 51 264 5 55 157 95 1,232 08: 7am (7am-8am) 97 139 107 4 157 321 56 384 2 104 386 110 1,867 09: 8am (8am-9am) 86 149 213 2 156 250 43 402 5 94 669 132 2,201 10: 9am (9am-10am) 82 114 130 7 149 253 52 328 5 78 396 99 1,693 11: 10am (10am-11am) 135 146 72 4 154 184 42 283 4 86 242 103 1,455 12: 11am (11am-12noon) 193 164 72 4 146 167 48 383 6 83 228 109 1,603 13: 12pm (12noon-1pm) 190 170 96 6 158 181 59 421 6 94 304 118 1,803 14: 1pm (1pm-2pm) 196 212 82 6 160 174 55 364 4 97 327 170 1,847 15: 2pm (2pm-3pm) 200 188 92 6 136 207 72 455 2 113 283 119 1,873 16: 3pm (3pm-4pm) 202 201 130 6 155 181 83 633 - 160 335 116 2,202 17: 4pm (4pm-5pm) 362 246 164 6 165 213 101 771 4 162 377 158 2,729 18: 5pm (5pm-6pm) 293 213 119 4 180 202 89 826 2 113 317 97 2,455 19: 6pm (6pm-7pm) 171 189 65 2 136 191 52 391 4 86 193 91 1,571 20: 7pm (7pm-8pm) 68 151 56 - 95 150 32 259 - 83 133 65 1,092 21: 8pm (8pm-9pm) 52 146 48 2 77 68 29 131 2 62 113 62 792 22: 9pm (9pm-10pm) 25 95 35 - 60 54 21 139 - 50 60 25 564 23: 10pm (10pm-11pm) 24 72 22 - 44 31 10 48 - 43 38 23 355 24: 11pm (11pm-12am) 13 51 15 - 24 26 4 28 - 26 28 8 223 EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part 00: All Day (12am-12am) 35% 42% 23% 1% 44% 55% 12% 87% 1% 20% 58% 22% 01: 12am (12am-1am) 15% 75% 10% 0% 57% 43% 8% 92% 0% 43% 40% 17% 02: 1am (1am-2am) 23% 54% 23% 0% 48% 52% 17% 83% 0% 25% 46% 29% 03: 2am (2am-3am) 8% 75% 17% 0% 43% 57% 14% 86% 0% 20% 73% 7% 04: 3am (3am-4am) 7% 78% 15% 0% 69% 31% 18% 82% 0% 27% 45% 27% 05: 4am (4am-5am) 25% 65% 10% 0% 71% 29% 13% 87% 0% 19% 48% 33% 06: 5am (5am-6am) 23% 62% 15% 0% 52% 48% 23% 77% 0% 23% 39% 39% 07: 6am (6am-7am) 28% 52% 21% 1% 44% 55% 16% 83% 2% 18% 51% 31% 08: 7am (7am-8am) 28% 41% 31% 1% 33% 67% 13% 87% 0% 17% 64% 18% 09: 8am (8am-9am) 19% 33% 48% 0% 38% 61% 10% 89% 1% 11% 75% 15% 10: 9am (9am-10am) 25% 35% 40% 2% 36% 62% 14% 85% 1% 14% 69% 17% 11: 10am (10am-11am) 38% 41% 20% 1% 45% 54% 13% 86% 1% 20% 56% 24% 12: 11am (11am-12noon) 45% 38% 17% 1% 46% 53% 11% 88% 1% 20% 54% 26% 13: 12pm (12noon-1pm) 42% 37% 21% 2% 46% 52% 12% 87% 1% 18% 59% 23% 14: 1pm (1pm-2pm) 40% 43% 17% 2% 47% 51% 13% 86% 1% 16% 55% 29% 15: 2pm (2pm-3pm) 42% 39% 19% 2% 39% 59% 14% 86% 0% 22% 55% 23% 16: 3pm (3pm-4pm) 38% 38% 24% 2% 45% 53% 12% 88% 0% 26% 55% 19% 17: 4pm (4pm-5pm) 47% 32% 21% 2% 43% 55% 12% 88% 0% 23% 54% 23% 18: 5pm (5pm-6pm) 47% 34% 19% 1% 47% 52% 10% 90% 0% 21% 60% 18% 19: 6pm (6pm-7pm) 40% 44% 15% 1% 41% 58% 12% 87% 1% 23% 52% 25% 20: 7pm (7pm-8pm) 25% 55% 20% 0% 39% 61% 11% 89% 0% 30% 47% 23% 21: 8pm (8pm-9pm) 21% 59% 20% 1% 52% 46% 18% 81% 1% 26% 48% 26% 22: 9pm (9pm-10pm) 16% 61% 23% 0% 53% 47% 13% 87% 0% 37% 44% 19% 23: 10pm (10pm-11pm) 20% 61% 19% 0% 59% 41% 17% 83% 0% 41% 37% 22% 24: 11pm (11pm-12am) 16% 65% 19% 0% 48% 52% 13% 88% 0% 42% 45% 13% 16th - W - In 16th - E - In Lind - S - In Lind - N - In TURNING MOVEMENT COUNTS 16th - W - In 16th - E - In Lind - S - In Lind - N - In TURNING MOVEMENT PERCENTAGE DocuSign Envelope ID: 2C4A6631-DC6E-4782-B5C1-C3C1FD820667 Lind/16th DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Day Type 1: Weekday (M-Th) EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part Total 00: All Day (12am-12am) 241 6,592 588 116 5,100 166 409 17 166 159 12 58 13,624 01: 12am (12am-1am) 1 62 - - 26 1 - - - - - - 90 02: 1am (1am-2am) - 32 - - 24 - - - - - - - 56 03: 2am (2am-3am) 2 15 - - 15 - - - - - - - 32 04: 3am (3am-4am) - 31 - - 39 2 - - - - - - 72 05: 4am (4am-5am) 3 49 3 - 97 5 2 - 2 - - - 161 06: 5am (5am-6am) 7 129 26 - 246 6 3 - - 6 - 1 424 07: 6am (6am-7am) 6 213 24 6 297 12 5 - 8 9 - 3 583 08: 7am (7am-8am) 9 300 115 13 305 14 18 - 14 6 4 4 802 09: 8am (8am-9am) 20 388 112 29 300 9 24 - 10 9 - 8 909 10: 9am (9am-10am) 6 289 75 11 276 10 24 - 21 11 - 7 730 11: 10am (10am-11am) 11 309 41 4 291 7 14 - 14 8 2 1 702 12: 11am (11am-12noon) 13 385 29 6 302 9 27 2 13 10 - 6 802 13: 12pm (12noon-1pm) 15 426 25 7 312 12 34 - 10 15 - 2 858 14: 1pm (1pm-2pm) 16 474 29 11 362 7 33 2 14 7 - 5 960 15: 2pm (2pm-3pm) 31 436 25 8 309 16 35 2 16 17 - 5 900 16: 3pm (3pm-4pm) 15 500 24 6 310 9 38 4 9 16 - 2 933 17: 4pm (4pm-5pm) 24 747 13 5 409 15 53 2 13 10 2 6 1,299 18: 5pm (5pm-6pm) 18 581 7 8 371 8 63 4 9 15 - - 1,084 19: 6pm (6pm-7pm) 20 391 15 5 279 4 14 - 7 5 2 2 744 20: 7pm (7pm-8pm) 13 272 3 2 172 8 5 - 5 6 2 1 489 21: 8pm (8pm-9pm) 5 227 4 - 161 8 5 - - 6 - - 416 22: 9pm (9pm-10pm) 2 151 4 2 107 - 1 2 - 4 - - 273 23: 10pm (10pm-11pm) 3 109 3 - 71 2 3 - 1 2 - - 194 24: 11pm (11pm-12am) 2 77 - 2 34 - - - 1 - - - 116 EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part 00: All Day (12am-12am) 3% 89% 8% 2% 95% 3% 69% 3% 28% 69% 5% 25% 01: 12am (12am-1am) 2% 98% 0% 0% 96% 4% - - - - - - 02: 1am (1am-2am) 0% 100% 0% 0% 100% 0% - - - - - - 03: 2am (2am-3am) 12% 88% 0% 0% 100% 0% - - - - - - 04: 3am (3am-4am) 0% 100% 0% 0% 95% 5% - - - - - - 05: 4am (4am-5am) 5% 89% 5% 0% 95% 5% 50% 0% 50% - - - 06: 5am (5am-6am) 4% 80% 16% 0% 98% 2% 100% 0% 0% 86% 0% 14% 07: 6am (6am-7am) 2% 88% 10% 2% 94% 4% 38% 0% 62% 75% 0% 25% 08: 7am (7am-8am) 2% 71% 27% 4% 92% 4% 56% 0% 44% 43% 29% 29% 09: 8am (8am-9am) 4% 75% 22% 9% 89% 3% 71% 0% 29% 53% 0% 47% 10: 9am (9am-10am) 2% 78% 20% 4% 93% 3% 53% 0% 47% 61% 0% 39% 11: 10am (10am-11am) 3% 86% 11% 1% 96% 2% 50% 0% 50% 73% 18% 9% 12: 11am (11am-12noon) 3% 90% 7% 2% 95% 3% 64% 5% 31% 63% 0% 38% 13: 12pm (12noon-1pm) 3% 91% 5% 2% 94% 4% 77% 0% 23% 88% 0% 12% 14: 1pm (1pm-2pm) 3% 91% 6% 3% 95% 2% 67% 4% 29% 58% 0% 42% 15: 2pm (2pm-3pm) 6% 89% 5% 2% 93% 5% 66% 4% 30% 77% 0% 23% 16: 3pm (3pm-4pm) 3% 93% 4% 2% 95% 3% 75% 8% 18% 89% 0% 11% 17: 4pm (4pm-5pm) 3% 95% 2% 1% 95% 3% 78% 3% 19% 56% 11% 33% 18: 5pm (5pm-6pm) 3% 96% 1% 2% 96% 2% 83% 5% 12% 100% 0% 0% 19: 6pm (6pm-7pm) 5% 92% 4% 2% 97% 1% 67% 0% 33% 56% 22% 22% 20: 7pm (7pm-8pm) 5% 94% 1% 1% 95% 4% 50% 0% 50% 67% 22% 11% 21: 8pm (8pm-9pm) 2% 96% 2% 0% 95% 5% 100% 0% 0% 100% 0% 0% 22: 9pm (9pm-10pm) 1% 96% 3% 2% 98% 0% 33% 67% 0% 100% 0% 0% 23: 10pm (10pm-11pm) 3% 95% 3% 0% 97% 3% 75% 0% 25% 100% 0% 0% 24: 11pm (11pm-12am) 3% 97% 0% 6% 94% 0% 0% 0% 100% - - - 16th - W - In 16th - E - In Raymond - S - In Raymond - N - In TURNING MOVEMENT COUNTS 16th - W - In 16th - E - In Raymond - S - In Raymond - N - In TURNING MOVEMENT PERCENTAGE DocuSign Envelope ID: 2C4A6631-DC6E-4782-B5C1-C3C1FD820667 Raymond/16th DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Day Type 1: Weekday (Tu-Th) EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part Total 00: All Day (12am-12am) 1,805 15,454 922 5,658 13,999 1,020 989 2,360 8,629 890 1,501 849 54,076 01: 12am (12am-1am) 3 97 10 25 73 - 5 4 25 1 2 1 246 02: 1am (1am-2am) 2 71 5 21 36 1 2 12 20 2 - - 172 03: 2am (2am-3am) - 44 5 13 48 4 2 5 21 - 4 2 148 04: 3am (3am-4am) 1 64 6 22 80 1 4 4 21 - - 1 204 05: 4am (4am-5am) - 87 4 38 204 16 12 9 59 5 - - 434 06: 5am (5am-6am) 11 197 20 142 472 40 44 36 168 - 3 1 1,134 07: 6am (6am-7am) 32 368 24 238 641 52 61 134 285 18 37 9 1,899 08: 7am (7am-8am) 49 577 45 439 1,067 47 82 161 479 14 88 29 3,077 09: 8am (8am-9am) 76 645 60 680 1,005 58 88 144 452 17 93 34 3,352 10: 9am (9am-10am) 72 664 63 429 843 48 71 104 431 24 70 46 2,865 11: 10am (10am-11am) 83 696 49 330 779 62 53 114 412 40 74 53 2,745 12: 11am (11am-12noon) 109 813 56 288 775 72 55 125 517 47 92 54 3,003 13: 12pm (12noon-1pm) 143 891 46 345 859 78 58 182 538 55 114 60 3,369 14: 1pm (1pm-2pm) 138 1,027 73 364 841 89 63 128 540 72 117 62 3,514 15: 2pm (2pm-3pm) 150 1,123 56 344 820 76 71 134 636 101 109 74 3,694 16: 3pm (3pm-4pm) 155 1,320 79 376 978 78 58 181 736 120 155 102 4,338 17: 4pm (4pm-5pm) 186 1,528 75 416 1,010 70 75 271 882 85 185 95 4,878 18: 5pm (5pm-6pm) 224 1,474 80 298 954 64 71 326 923 97 155 72 4,738 19: 6pm (6pm-7pm) 125 1,225 47 253 790 61 37 119 581 66 84 63 3,451 20: 7pm (7pm-8pm) 102 859 35 189 649 46 35 73 370 47 55 43 2,503 21: 8pm (8pm-9pm) 68 698 30 176 435 20 19 45 186 40 38 21 1,776 22: 9pm (9pm-10pm) 44 484 31 96 286 16 17 26 188 10 16 13 1,227 23: 10pm (10pm-11pm) 22 302 21 83 225 4 14 16 85 28 6 6 812 24: 11pm (11pm-12am) 16 207 9 50 126 4 6 10 55 4 5 1 493 EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part 00: All Day (12am-12am) 10% 85% 5% 27% 68% 5% 8% 20% 72% 27% 46% 26% 01: 12am (12am-1am) 3% 88% 9% 26% 74% 0% 15% 12% 74% 25% 50% 25% 02: 1am (1am-2am) 3% 91% 6% 36% 62% 2% 6% 35% 59% 100% 0% 0% 03: 2am (2am-3am) 0% 90% 10% 20% 74% 6% 7% 18% 75% 0% 67% 33% 04: 3am (3am-4am) 1% 90% 8% 21% 78% 1% 14% 14% 72% 0% 0% 100% 05: 4am (4am-5am) 0% 96% 4% 15% 79% 6% 15% 11% 74% 100% 0% 0% 06: 5am (5am-6am) 5% 86% 9% 22% 72% 6% 18% 15% 68% 0% 75% 25% 07: 6am (6am-7am) 8% 87% 6% 26% 69% 6% 13% 28% 59% 28% 58% 14% 08: 7am (7am-8am) 7% 86% 7% 28% 69% 3% 11% 22% 66% 11% 67% 22% 09: 8am (8am-9am) 10% 83% 8% 39% 58% 3% 13% 21% 66% 12% 65% 24% 10: 9am (9am-10am) 9% 83% 8% 33% 64% 4% 12% 17% 71% 17% 50% 33% 11: 10am (10am-11am) 10% 84% 6% 28% 67% 5% 9% 20% 71% 24% 44% 32% 12: 11am (11am-12noon) 11% 83% 6% 25% 68% 6% 8% 18% 74% 24% 48% 28% 13: 12pm (12noon-1pm) 13% 83% 4% 27% 67% 6% 7% 23% 69% 24% 50% 26% 14: 1pm (1pm-2pm) 11% 83% 6% 28% 65% 7% 9% 18% 74% 29% 47% 25% 15: 2pm (2pm-3pm) 11% 84% 4% 28% 66% 6% 8% 16% 76% 36% 38% 26% 16: 3pm (3pm-4pm) 10% 85% 5% 26% 68% 5% 6% 19% 75% 32% 41% 27% 17: 4pm (4pm-5pm) 10% 85% 4% 28% 68% 5% 6% 22% 72% 23% 51% 26% 18: 5pm (5pm-6pm) 13% 83% 4% 23% 72% 5% 5% 25% 70% 30% 48% 22% 19: 6pm (6pm-7pm) 9% 88% 3% 23% 72% 6% 5% 16% 79% 31% 39% 30% 20: 7pm (7pm-8pm) 10% 86% 4% 21% 73% 5% 7% 15% 77% 32% 38% 30% 21: 8pm (8pm-9pm) 9% 88% 4% 28% 69% 3% 8% 18% 74% 40% 38% 21% 22: 9pm (9pm-10pm) 8% 87% 6% 24% 72% 4% 7% 11% 81% 26% 41% 33% 23: 10pm (10pm-11pm) 6% 88% 6% 27% 72% 1% 12% 14% 74% 70% 15% 15% 24: 11pm (11pm-12am) 7% 89% 4% 28% 70% 2% 8% 14% 77% 40% 50% 10% Grady - W - In Grady - E - In Lind - S - In Lind - N - In TURNING MOVEMENT COUNTS Grady - W - In Grady - E - In Lind - S - In Lind - N - In TURNING MOVEMENT PERCENTAGE DocuSign Envelope ID: 2C4A6631-DC6E-4782-B5C1-C3C1FD820667 Lind/Grady DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Day Type 1:Weekday Tu Th) EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part Total 00:All Day 12am 12am) 304 813 309 927 535 3,710 267 5,962 1,144 4,786 5,433 631 24,821 01:12am 12am 1am)6 5 26 9 3 48 6 3 106 02:1am 1am 2am)2 2 5 4 16 11 3 25 9 77 03:2am 2am 3am)1 13 2 27 7 12 16 4 82 04:3am 3am 4am)1 3 3 33 28 3 27 12 110 05:4am 4am 5am)4 2 4 10 74 5 27 3 42 25 6 202 06:5am 5am 6am) 2 4 8 16 20 157 4 149 38 129 110 14 651 07:6am 6am 7am) 2 16 9 55 49 160 50 415 58 215 228 77 1,334 08:7am 7am 8am) 5 18 8 61 77 186 64 669 112 291 444 89 2,024 09:8am 8am 9am) 14 16 4 61 73 156 37 556 92 423 396 88 1,916 10:9am 9am 10am) 6 20 13 40 37 173 11 332 51 274 299 97 1,353 11:10am 10am 11am) 4 18 12 54 25 208 4 251 44 257 230 36 1,143 12:11am 11am 12noon) 20 41 4 56 21 220 6 290 52 263 243 56 1,272 13:12pm 12noon 1pm) 34 58 11 56 32 229 4 283 64 285 255 44 1,355 14:1pm 1pm 2pm) 34 60 13 67 38 244 6 288 69 324 318 39 1,500 15:2pm 2pm 3pm) 22 60 24 99 31 269 4 389 67 309 356 13 1,643 16:3pm 3pm 4pm) 36 119 65 75 14 239 14 534 94 288 613 11 2,102 17:4pm 4pm 5pm) 55 181 49 75 30 338 12 528 138 385 720 7 2,518 18:5pm 5pm 6pm) 34 97 40 81 26 325 14 488 122 319 568 11 2,125 19:6pm 6pm 7pm) 10 32 11 36 17 217 2 273 49 266 312 8 1,233 20:7pm 7pm 8pm) 6 26 7 26 4 149 6 149 28 187 155 8 751 21:8pm 8pm 9pm) 2 19 8 26 6 109 8 137 22 177 80 6 600 22:9pm 9pm 10pm) 3 6 8 10 9 84 8 101 18 135 43 2 427 23:10pm 10pm 11pm) 1 8 6 12 5 66 58 7 91 25 2 281 24:11pm 11pm 12am)2 4 3 37 1 38 2 60 20 3 170 EB Left EB Thru EB Right WB Left WB Thru WB Right NB Left NB Thru NB Right SB Left SB Thru SB Right Day Part 00:All Day 12am 12am) 21% 57% 22% 18% 10% 72% 4% 81% 16% 44% 50% 6% 01:12am 12am 1am) 0% 100% 0% 16% 0% 84% 0% 75% 25% 84% 11% 5% 02:1am 1am 2am) 0% 50% 50% 20% 16% 64% 0% 79% 21% 74% 26% 0% 03:2am 2am 3am)7% 0% 93% 6% 75% 19% 38% 50% 13% 04:3am 3am 4am) 0% 0% 100% 8% 8% 85% 0% 90% 10% 69% 31% 0% 05:4am 4am 5am) 0% 67% 33% 5% 11% 84% 14% 77% 9% 58% 34% 8% 06:5am 5am 6am) 14% 29% 57% 8% 10% 81% 2% 78% 20% 51% 43% 6% 07:6am 6am 7am) 7% 59% 33% 21% 19% 61% 10% 79% 11% 41% 44% 15% 08:7am 7am 8am) 16% 58% 26% 19% 24% 57% 8% 79% 13% 35% 54% 11% 09:8am 8am 9am) 41% 47% 12% 21% 25% 54% 5% 81% 13% 47% 44% 10% 10:9am 9am 10am) 15% 51% 33% 16% 15% 69% 3% 84% 13% 41% 45% 14% 11:10am 10am 11am) 12% 53% 35% 19% 9% 72% 1% 84% 15% 49% 44% 7% 12:11am 11am 12noon) 31% 63% 6% 19% 7% 74% 2% 83% 15% 47% 43% 10% 13:12pm 12noon 1pm) 33% 56% 11% 18% 10% 72% 1% 81% 18% 49% 44% 8% 14:1pm 1pm 2pm) 32% 56% 12% 19% 11% 70% 2% 79% 19% 48% 47% 6% 15:2pm 2pm 3pm) 21% 57% 23% 25% 8% 67% 1% 85% 15% 46% 53% 2% 16:3pm 3pm 4pm) 16% 54% 30% 23% 4% 73% 2% 83% 15% 32% 67% 1% 17:4pm 4pm 5pm) 19% 64% 17% 17% 7% 76% 2% 78% 20% 35% 65% 1% 18:5pm 5pm 6pm) 20% 57% 23% 19% 6% 75% 2% 78% 20% 36% 63% 1% 19:6pm 6pm 7pm) 19% 60% 21% 13% 6% 80% 1% 84% 15% 45% 53% 1% 20:7pm 7pm 8pm) 15% 67% 18% 15% 2% 83% 3% 81% 15% 53% 44% 2% 21:8pm 8pm 9pm) 7% 66% 28% 18% 4% 77% 5% 82% 13% 67% 30% 2% 22:9pm 9pm 10pm) 18% 35% 47% 10% 9% 82% 6% 80% 14% 75% 24% 1% 23:10pm 10pm 11pm) 7% 53% 40% 14% 6% 80% 0% 89% 11% 77% 21% 2% 24:11pm 11pm 12am) 0% 100% 0% 9% 7% 84% 2% 93% 5% 72% 24% 4% 16th St W) 16th St E) Oakesdale Ave S) Oakesdale Ave N) TURNING MOVEMENT COUNTS 16th St W) 16th St E) Oakesdale Ave S) Oakesdale Ave N) TURNING MOVEMENT PERCENTAGE DocuSign Envelope ID: 2C4A6631-DC6E-4782-B5C1-C3C1FD820667 Oakesdale/16th DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Appendix D Level of Service (LOS) Calculations DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Existing 2023 AM Peak Hour DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 86 726 68 777 1131 65 99 165 566 19 105 38 Future Volume (vph) 86 726 68 777 1131 65 99 165 566 19 105 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 125 0 150 0 100 125 50 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 30 30 Link Distance (ft) 590 632 1400 550 Travel Time (s) 11.5 12.3 31.8 12.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA Free pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Free 4 Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 15.0 29.0 45.0 59.0 22.0 35.0 11.0 24.0 Total Split (%) 12.5% 24.2% 37.5% 49.2% 18.3% 29.2% 9.2% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 73 (61%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Splits and Phases: 1: Lind Ave SW & SW Grady Way DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 86 726 68 777 1131 65 99 165 566 19 105 38 Future Volume (veh/h) 86 726 68 777 1131 65 99 165 566 19 105 38 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 1.00 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1856 1856 1856 Adj Flow Rate, veh/h 93 789 74 845 1229 71 108 179 0 21 114 41 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 297 1184 111 765 2228 129 228 464 189 200 69 Arrive On Green 0.05 0.36 0.36 0.34 0.66 0.66 0.07 0.12 0.00 0.02 0.08 0.08 Sat Flow, veh/h 1767 3256 305 1767 3387 195 1879 3749 1672 1767 2562 878 Grp Volume(v), veh/h 93 427 436 845 639 661 108 179 0 21 77 78 Grp Sat Flow(s),veh/h/ln 1767 1763 1799 1767 1763 1820 1879 1874 1672 1767 1763 1677 Q Serve(g_s), s 3.9 24.4 24.4 41.0 23.4 23.4 6.1 5.3 0.0 1.3 5.0 5.4 Cycle Q Clear(g_c), s 3.9 24.4 24.4 41.0 23.4 23.4 6.1 5.3 0.0 1.3 5.0 5.4 Prop In Lane 1.00 0.17 1.00 0.11 1.00 1.00 1.00 0.52 Lane Grp Cap(c), veh/h 297 641 654 765 1159 1197 228 464 189 138 131 V/C Ratio(X) 0.31 0.67 0.67 1.10 0.55 0.55 0.47 0.39 0.11 0.56 0.60 Avail Cap(c_a), veh/h 375 641 654 765 1159 1197 385 937 255 279 266 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.93 0.93 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.0 32.1 32.1 26.8 11.0 11.0 45.0 48.4 0.0 49.3 53.3 53.5 Incr Delay (d2), s/veh 0.2 5.4 5.3 64.8 1.9 1.8 0.5 0.2 0.0 0.1 1.3 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 11.2 11.4 35.1 8.9 9.2 2.9 2.5 0.0 0.6 2.3 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.2 37.5 37.4 91.7 12.9 12.9 45.5 48.5 0.0 49.4 54.6 55.1 LnGrp LOS C D D F B B D D D D E Approach Vol, veh/h 956 2145 287 176 Approach Delay, s/veh 36.0 43.9 47.4 54.2 Approach LOS D D D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.7 83.9 12.0 14.4 45.0 48.6 6.5 19.9 Change Period (Y+Rc), s 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 11.0 54.0 18.0 19.0 41.0 24.0 7.0 30.0 Max Q Clear Time (g_c+I1), s 5.9 25.4 8.1 7.4 43.0 26.4 3.3 7.3 Green Ext Time (p_c), s 0.0 6.3 0.1 0.4 0.0 0.0 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 42.6 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 6 20 9 74 87 264 72 753 126 395 500 100 Future Volume (vph) 6 20 9 74 87 264 72 753 126 395 500 100 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 4% Storage Length (ft) 175 0 75 0 125 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 349 1121 563 434 Travel Time (s) 6.8 21.8 11.0 8.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.1 38.1 10.1 22.5 10.1 38.1 10.1 32.1 Total Split (s) 30.1 45.1 20.1 45.1 20.1 45.1 20.1 45.1 Total Split (%) 21.4% 32.1% 14.3% 32.1% 14.3% 32.1% 14.3% 32.1% Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 140.4 Actuated Cycle Length: 93.8 Natural Cycle: 110 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Oakesdale Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 20 9 74 87 264 72 753 126 395 500 100 Future Volume (veh/h) 6 20 9 74 87 264 72 753 126 395 500 100 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1761 1761 1761 Adj Flow Rate, veh/h 7 22 10 80 95 287 78 818 137 429 543 109 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 141 282 128 459 111 335 430 1132 190 406 1282 256 Arrive On Green 0.01 0.23 0.23 0.05 0.27 0.27 0.05 0.35 0.35 0.15 0.46 0.46 Sat Flow, veh/h 1767 1205 548 1767 405 1223 1879 3209 537 1677 2776 555 Grp Volume(v), veh/h 7 0 32 80 0 382 78 478 477 429 326 326 Grp Sat Flow(s),veh/h/ln 1767 0 1753 1767 0 1628 1879 1874 1872 1677 1673 1658 Q Serve(g_s), s 0.3 0.0 1.4 3.3 0.0 21.6 2.5 21.5 21.5 15.0 12.7 12.8 Cycle Q Clear(g_c), s 0.3 0.0 1.4 3.3 0.0 21.6 2.5 21.5 21.5 15.0 12.7 12.8 Prop In Lane 1.00 0.31 1.00 0.75 1.00 0.29 1.00 0.33 Lane Grp Cap(c), veh/h 141 0 411 459 0 446 430 661 661 406 773 766 V/C Ratio(X) 0.05 0.00 0.08 0.17 0.00 0.86 0.18 0.72 0.72 1.06 0.42 0.43 Avail Cap(c_a), veh/h 579 0 721 645 0 669 635 771 770 406 773 766 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.6 0.0 29.0 25.6 0.0 33.5 18.4 27.3 27.3 20.6 17.5 17.5 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.2 0.0 8.6 0.2 5.7 5.7 60.8 1.3 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.6 1.4 0.0 9.3 1.1 10.3 10.3 12.2 4.9 4.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 29.7 0.0 29.2 25.8 0.0 42.1 18.6 33.0 33.0 81.4 18.8 18.9 LnGrp LOS C A C C A D B C C F B B Approach Vol, veh/h 39 462 1033 1081 Approach Delay, s/veh 29.3 39.2 31.9 43.7 Approach LOS C D C D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.9 27.9 9.5 50.0 6.0 31.8 20.1 39.4 Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Max Green Setting (Gmax), s 15.0 40.0 15.0 40.0 25.0 40.0 15.0 40.0 Max Q Clear Time (g_c+I1), s 5.3 3.4 4.5 14.8 2.3 23.6 17.0 23.5 Green Ext Time (p_c), s 0.1 0.2 0.1 9.8 0.0 3.0 0.0 10.8 Intersection Summary HCM 6th Ctrl Delay 38.0 HCM 6th LOS D DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 20 400 182 36 309 9 85 0 30 9 0 8 Future Volume (vph) 20 400 182 36 309 9 85 0 30 9 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 50 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 35 35 25 25 Link Distance (ft) 1121 815 1013 251 Travel Time (s) 21.8 15.9 27.6 6.8 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th TWSC 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - AM Peak Hour Page 6 Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 400 182 36 309 9 85 0 30 9 0 8 Future Vol, veh/h 20 400 182 36 309 9 85 0 30 9 0 8 Conflicting Peds, #/hr 5 0 5 5 0 5 5 0 5 5 0 5 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 50 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 22 435 198 39 336 10 92 0 33 10 0 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 351 0 0 638 0 0 1012 1012 544 1024 1106 351 Stage 1 - - - - - - 583 583 - 424 424 - Stage 2 - - - - - - 429 429 - 600 682 - Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1202 - - 941 - - 217 238 537 213 210 690 Stage 1 - - - - - - 496 497 - 606 585 - Stage 2 - - - - - - 602 582 - 486 448 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1196 - - 937 - - 203 222 532 189 196 683 Mov Cap-2 Maneuver - - - - - - 203 222 - 189 196 - Stage 1 - - - - - - 485 486 - 592 558 - Stage 2 - - - - - - 567 555 - 446 438 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.9 34.8 18.4 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 242 1196 - - 937 - - 287 HCM Lane V/C Ratio 0.517 0.018 - - 0.042 - - 0.064 HCM Control Delay (s) 34.8 8.1 - - 9 - - 18.4 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 2.7 0.1 - - 0.1 - - 0.2 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 117 168 240 2 176 281 48 491 6 106 759 155 Future Volume (vph) 117 168 240 2 176 281 48 491 6 106 759 155 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -6% Storage Length (ft) 75 200 150 150 200 0 50 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 267 413 1042 1400 Travel Time (s) 5.2 8.0 20.3 27.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 34.0 10.0 34.0 33.0 33.0 33.0 33.0 Total Split (s) 17.0 27.0 17.0 27.0 36.0 36.0 36.0 36.0 Total Split (%) 21.3% 33.8% 21.3% 33.8% 45.0% 45.0% 45.0% 45.0% Yellow Time (s) 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 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 Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 54 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Lind Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 117 168 240 2 176 281 48 491 6 106 759 155 Future Volume (veh/h) 117 168 240 2 176 281 48 491 6 106 759 155 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 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 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 2091 2091 2091 Adj Flow Rate, veh/h 127 183 261 2 191 305 52 534 7 115 825 168 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 346 591 525 329 455 404 232 1355 18 397 1249 254 Arrive On Green 0.08 0.34 0.34 0.00 0.26 0.26 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1767 1763 1565 1767 1763 1563 562 3563 47 965 3285 669 Grp Volume(v), veh/h 127 183 261 2 191 305 52 264 277 115 499 494 Grp Sat Flow(s),veh/h/ln 1767 1763 1565 1767 1763 1563 562 1763 1847 965 1986 1967 Q Serve(g_s), s 2.6 4.1 7.1 0.0 4.8 9.6 4.5 5.8 5.8 5.2 11.1 11.1 Cycle Q Clear(g_c), s 2.6 4.1 7.1 0.0 4.8 9.6 15.5 5.8 5.8 11.1 11.1 11.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 0.34 Lane Grp Cap(c), veh/h 346 591 525 329 455 404 232 670 702 397 755 748 V/C Ratio(X) 0.37 0.31 0.50 0.01 0.42 0.76 0.22 0.39 0.39 0.29 0.66 0.66 Avail Cap(c_a), veh/h 604 729 647 723 729 646 346 1027 1076 592 1157 1146 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.0 13.1 14.1 14.6 16.4 18.2 20.1 12.0 12.0 16.1 13.6 13.6 Incr Delay (d2), s/veh 0.2 0.1 0.3 0.0 0.2 1.1 0.2 0.1 0.1 0.1 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 1.4 2.1 0.0 1.7 3.1 0.5 1.9 2.0 1.0 4.1 4.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 13.3 13.2 14.4 14.6 16.6 19.3 20.3 12.2 12.2 16.2 14.0 14.0 LnGrp LOS B B B B B B C B B B B B Approach Vol, veh/h 571 498 593 1108 Approach Delay, s/veh 13.8 18.2 12.9 14.2 Approach LOS B B B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 25.2 5.1 22.8 25.2 9.2 18.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 12.0 22.0 31.0 12.0 22.0 Max Q Clear Time (g_c+I1), s 17.5 2.0 9.1 13.1 4.6 11.6 Green Ext Time (p_c), s 2.1 0.0 1.5 4.4 0.1 1.5 Intersection Summary HCM 6th Ctrl Delay 14.6 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - AM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 63 14 45 43 32 71 59 455 12 19 464 252 Future Volume (vph) 63 14 45 43 32 71 59 455 12 19 464 252 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 30 30 35 35 Link Distance (ft) 365 465 403 1042 Travel Time (s) 8.3 10.6 7.9 20.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th TWSC 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - AM Peak Hour Page 10 Intersection Int Delay, s/veh 8.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 63 14 45 43 32 71 59 455 12 19 464 252 Future Vol, veh/h 63 14 45 43 32 71 59 455 12 19 464 252 Conflicting Peds, #/hr 5 0 5 5 0 5 5 0 5 5 0 5 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 50 - - 75 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 68 15 49 47 35 77 64 495 13 21 504 274 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1086 1329 399 942 1460 264 783 0 0 513 0 0 Stage 1 688 688 - 635 635 - - - - - - - Stage 2 398 641 - 307 825 - - - - - - - Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver 169 152 598 216 127 731 824 - - 1042 - - Stage 1 400 443 - 431 468 - - - - - - - Stage 2 596 465 - 675 383 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 101 129 592 159 108 724 820 - - 1037 - - Mov Cap-2 Maneuver 101 129 - 159 108 - - - - - - - Stage 1 355 424 - 382 415 - - - - - - - Stage 2 433 412 - 572 367 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 58.3 31.2 1.4 0.3 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 820 - - 101 320 159 261 1037 - - HCM Lane V/C Ratio 0.078 - - 0.678 0.2 0.294 0.429 0.02 - - HCM Control Delay (s) 9.8 0.4 - 95.2 19 36.8 28.8 8.5 0.2 - HCM Lane LOS A A - F C E D A A - HCM 95th %tile Q(veh) 0.3 - - 3.4 0.7 1.2 2 0.1 - - DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Existing 2023 PM Peak Hour DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 209 1720 84 477 1137 79 84 305 1012 96 208 107 Future Volume (vph) 209 1720 84 477 1137 79 84 305 1012 96 208 107 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 125 0 150 0 100 125 50 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 30 30 Link Distance (ft) 590 632 1400 550 Travel Time (s) 11.5 12.3 31.8 12.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA Free pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Free 4 Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 25.0 55.0 22.0 52.0 19.0 23.0 20.0 24.0 Total Split (%) 20.8% 45.8% 18.3% 43.3% 15.8% 19.2% 16.7% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 65 (54%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Splits and Phases: 1: Lind Ave SW & SW Grady Way DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 209 1720 84 477 1137 79 84 305 1012 96 208 107 Future Volume (veh/h) 209 1720 84 477 1137 79 84 305 1012 96 208 107 Initial Q (Qb), veh 0 0 0 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 0.99 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1856 1856 1856 Adj Flow Rate, veh/h 227 1870 91 518 1236 86 91 332 0 104 226 116 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 341 1770 85 325 1968 137 194 438 209 288 142 Arrive On Green 0.08 0.52 0.52 0.15 0.59 0.59 0.06 0.12 0.00 0.07 0.13 0.13 Sat Flow, veh/h 1767 3423 165 1767 3344 232 1879 3749 1672 1767 2276 1124 Grp Volume(v), veh/h 227 955 1006 518 651 671 91 332 0 104 173 169 Grp Sat Flow(s),veh/h/ln 1767 1763 1825 1767 1763 1813 1879 1874 1672 1767 1763 1637 Q Serve(g_s), s 7.2 62.0 62.0 18.0 28.9 29.0 5.0 10.3 0.0 6.1 11.4 12.1 Cycle Q Clear(g_c), s 7.2 62.0 62.0 18.0 28.9 29.0 5.0 10.3 0.0 6.1 11.4 12.1 Prop In Lane 1.00 0.09 1.00 0.13 1.00 1.00 1.00 0.69 Lane Grp Cap(c), veh/h 341 911 944 325 1038 1067 194 438 209 223 207 V/C Ratio(X) 0.67 1.05 1.07 1.59 0.63 0.63 0.47 0.76 0.50 0.78 0.82 Avail Cap(c_a), veh/h 512 911 944 325 1038 1067 323 562 328 279 259 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.56 0.56 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.1 29.0 29.0 42.3 16.1 16.1 43.6 51.4 0.0 43.0 50.7 51.0 Incr Delay (d2), s/veh 0.8 43.2 48.4 281.2 2.9 2.8 0.4 1.8 0.0 0.7 7.8 12.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 35.5 38.1 35.0 11.8 12.1 2.4 4.9 0.0 2.7 5.5 5.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.0 72.2 77.4 323.5 19.0 18.9 44.0 53.1 0.0 43.7 58.5 63.1 LnGrp LOS B F F F B B D D D E E Approach Vol, veh/h 2188 1840 423 446 Approach Delay, s/veh 68.8 104.7 51.1 56.8 Approach LOS E F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.4 75.6 10.8 20.2 22.0 67.0 11.9 19.0 Change Period (Y+Rc), s 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 21.0 47.0 15.0 19.0 18.0 50.0 16.0 18.0 Max Q Clear Time (g_c+I1), s 9.2 31.0 7.0 14.1 20.0 64.0 8.1 12.3 Green Ext Time (p_c), s 0.2 5.5 0.1 0.6 0.0 0.0 0.1 0.7 Intersection Summary HCM 6th Ctrl Delay 79.7 HCM 6th LOS E Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 62 204 55 84 34 399 14 594 155 478 810 8 Future Volume (vph) 62 204 55 84 34 399 14 594 155 478 810 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 4% Storage Length (ft) 175 0 75 0 125 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 349 1121 563 434 Travel Time (s) 6.8 21.8 11.0 8.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.1 38.1 10.1 22.5 10.1 38.1 10.1 32.1 Total Split (s) 30.1 45.1 20.1 45.1 20.1 45.1 20.1 45.1 Total Split (%) 21.4% 32.1% 14.3% 32.1% 14.3% 32.1% 14.3% 32.1% Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 140.4 Actuated Cycle Length: 98.8 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Oakesdale Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 62 204 55 84 34 399 14 594 155 478 810 8 Future Volume (veh/h) 62 204 55 84 34 399 14 594 155 478 810 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1761 1761 1761 Adj Flow Rate, veh/h 67 222 60 91 37 434 15 646 168 520 880 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 175 443 120 360 41 476 248 894 232 369 1449 15 Arrive On Green 0.04 0.32 0.32 0.05 0.33 0.33 0.02 0.30 0.30 0.14 0.43 0.43 Sat Flow, veh/h 1767 1405 380 1767 124 1460 1879 2939 763 1677 3393 35 Grp Volume(v), veh/h 67 0 282 91 0 471 15 412 402 520 434 455 Grp Sat Flow(s),veh/h/ln 1767 0 1785 1767 0 1585 1879 1874 1828 1677 1673 1755 Q Serve(g_s), s 2.7 0.0 13.8 3.7 0.0 30.6 0.6 21.0 21.1 15.0 21.5 21.5 Cycle Q Clear(g_c), s 2.7 0.0 13.8 3.7 0.0 30.6 0.6 21.0 21.1 15.0 21.5 21.5 Prop In Lane 1.00 0.21 1.00 0.92 1.00 0.42 1.00 0.02 Lane Grp Cap(c), veh/h 175 0 563 360 0 516 248 570 556 369 715 750 V/C Ratio(X) 0.38 0.00 0.50 0.25 0.00 0.91 0.06 0.72 0.72 1.41 0.61 0.61 Avail Cap(c_a), veh/h 516 0 665 517 0 590 479 698 681 369 715 750 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.5 0.0 29.9 23.7 0.0 34.7 25.3 33.3 33.3 25.9 23.8 23.8 Incr Delay (d2), s/veh 1.4 0.0 1.0 0.4 0.0 17.9 0.1 6.4 6.6 198.9 3.2 3.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 6.0 1.5 0.0 14.0 0.3 10.3 10.1 26.5 8.8 9.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.9 0.0 30.9 24.1 0.0 52.6 25.4 39.7 40.0 224.7 27.0 26.8 LnGrp LOS C A C C A D C D D F C C Approach Vol, veh/h 349 562 829 1409 Approach Delay, s/veh 30.5 48.0 39.6 99.9 Approach LOS C D D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.5 39.0 6.9 51.0 9.4 40.1 20.1 37.8 Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Max Green Setting (Gmax), s 15.0 40.0 15.0 40.0 25.0 40.0 15.0 40.0 Max Q Clear Time (g_c+I1), s 5.7 15.8 2.6 23.5 4.7 32.6 17.0 23.1 Green Ext Time (p_c), s 0.1 2.3 0.0 10.1 0.1 2.4 0.0 9.6 Intersection Summary HCM 6th Ctrl Delay 67.1 HCM 6th LOS E DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 24 841 60 11 460 15 79 2 16 10 2 6 Future Volume (vph) 24 841 60 11 460 15 79 2 16 10 2 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 50 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 35 35 25 25 Link Distance (ft) 1121 815 1013 251 Travel Time (s) 21.8 15.9 27.6 6.8 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th TWSC 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - PM Peak Hour Page 6 Intersection Int Delay, s/veh 12.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 841 60 11 460 15 79 2 16 10 2 6 Future Vol, veh/h 24 841 60 11 460 15 79 2 16 10 2 6 Conflicting Peds, #/hr 5 0 5 5 0 5 5 0 5 5 0 5 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 50 - - 50 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 26 914 65 12 500 16 86 2 17 11 2 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 521 0 0 984 0 0 1546 1549 957 1550 1573 518 Stage 1 - - - - - - 1004 1004 - 537 537 - Stage 2 - - - - - - 542 545 - 1013 1036 - Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - - - - - - 6.13 5.53 - 6.13 5.53 - Critical Hdwy Stg 2 - - - - - - 6.13 5.53 - 6.13 5.53 - Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1040 - - 698 - - 93 113 311 92 110 556 Stage 1 - - - - - - 290 318 - 526 521 - Stage 2 - - - - - - 523 517 - 287 307 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1035 - - 695 - - 87 107 308 82 104 551 Mov Cap-2 Maneuver - - - - - - 87 107 - 82 104 - Stage 1 - - - - - - 281 308 - 510 510 - Stage 2 - - - - - - 503 506 - 261 298 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 188.8 41.5 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 99 1035 - - 695 - - 118 HCM Lane V/C Ratio 1.065 0.025 - - 0.017 - - 0.166 HCM Control Delay (s) 188.8 8.6 - - 10.3 - - 41.5 HCM Lane LOS F A - - B - - E HCM 95th %tile Q(veh) 6.7 0.1 - - 0.1 - - 0.6 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 408 277 185 7 186 240 114 886 5 182 428 183 Future Volume (vph) 408 277 185 7 186 240 114 886 5 182 428 183 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -6% Storage Length (ft) 75 200 150 150 200 0 50 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 267 413 1042 1400 Travel Time (s) 5.2 8.0 20.3 27.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 34.0 10.0 34.0 33.0 33.0 33.0 33.0 Total Split (s) 17.0 27.0 17.0 27.0 36.0 36.0 36.0 36.0 Total Split (%) 21.3% 33.8% 21.3% 33.8% 45.0% 45.0% 45.0% 45.0% Yellow Time (s) 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 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 Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 73.7 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Lind Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 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) 408 277 185 7 186 240 114 886 5 182 428 183 Future Volume (veh/h) 408 277 185 7 186 240 114 886 5 182 428 183 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 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 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 2091 2091 2091 Adj Flow Rate, veh/h 443 301 201 8 202 261 124 963 5 198 465 199 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 435 745 484 304 373 331 328 1515 8 234 1143 485 Arrive On Green 0.16 0.36 0.36 0.01 0.21 0.21 0.42 0.42 0.42 0.42 0.42 0.42 Sat Flow, veh/h 1767 2044 1329 1767 1763 1561 765 3596 19 649 2713 1152 Grp Volume(v), veh/h 443 258 244 8 202 261 124 472 496 198 340 324 Grp Sat Flow(s),veh/h/ln 1767 1763 1610 1767 1763 1561 765 1763 1852 649 1986 1879 Q Serve(g_s), s 12.0 8.0 8.3 0.3 7.5 11.6 10.0 15.6 15.6 15.4 8.8 8.9 Cycle Q Clear(g_c), s 12.0 8.0 8.3 0.3 7.5 11.6 18.9 15.6 15.6 31.0 8.8 8.9 Prop In Lane 1.00 0.83 1.00 1.00 1.00 0.01 1.00 0.61 Lane Grp Cap(c), veh/h 435 643 587 304 373 331 328 743 780 234 837 791 V/C Ratio(X) 1.02 0.40 0.41 0.03 0.54 0.79 0.38 0.64 0.64 0.85 0.41 0.41 Avail Cap(c_a), veh/h 435 643 587 574 527 467 328 743 780 234 837 791 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.0 17.4 17.5 22.4 25.8 27.4 21.5 16.8 16.8 31.5 14.9 14.9 Incr Delay (d2), s/veh 47.7 0.2 0.2 0.0 0.5 3.7 0.3 1.4 1.3 22.9 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.0 3.0 2.9 0.1 3.0 4.4 1.7 5.9 6.2 4.9 3.6 3.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.6 17.6 17.7 22.4 26.3 31.2 21.8 18.2 18.1 54.4 15.0 15.0 LnGrp LOS F B B C C C C B B D B B Approach Vol, veh/h 945 471 1092 862 Approach Delay, s/veh 41.5 28.9 18.6 24.1 Approach LOS D C B C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 36.0 5.8 31.8 36.0 17.0 20.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 12.0 22.0 31.0 12.0 22.0 Max Q Clear Time (g_c+I1), s 20.9 2.3 10.3 33.0 14.0 13.6 Green Ext Time (p_c), s 3.5 0.0 1.6 0.0 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 27.9 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - PM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 201 6 138 15 8 41 0 672 33 61 594 18 Future Volume (vph) 201 6 138 15 8 41 0 672 33 61 594 18 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Link Speed (mph) 30 30 35 35 Link Distance (ft) 365 465 403 1042 Travel Time (s) 8.3 10.6 7.9 20.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th TWSC 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2023 Existing - PM Peak Hour Page 10 Intersection Int Delay, s/veh 60.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 201 6 138 15 8 41 0 672 33 61 594 18 Future Vol, veh/h 201 6 138 15 8 41 0 672 33 61 594 18 Conflicting Peds, #/hr 5 0 5 5 0 5 5 0 5 5 0 5 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 50 - - 75 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3 Mvmt Flow 218 7 150 16 9 45 0 730 36 66 646 20 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1168 1564 343 1217 1556 393 671 0 0 771 0 0 Stage 1 793 793 - 753 753 - - - - - - - Stage 2 375 771 - 464 803 - - - - - - - Critical Hdwy 7.56 6.56 6.96 7.56 6.56 6.96 4.16 - - 4.16 - - Critical Hdwy Stg 1 6.56 5.56 - 6.56 5.56 - - - - - - - Critical Hdwy Stg 2 6.56 5.56 - 6.56 5.56 - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 3.53 4.03 3.33 2.23 - - 2.23 - - Pot Cap-1 Maneuver ~ 147 109 650 136 111 603 909 - - 833 - - Stage 1 346 396 - 366 413 - - - - - - - Stage 2 615 405 - 545 392 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver ~ 113 94 644 88 96 597 905 - - 829 - - Mov Cap-2 Maneuver ~ 113 94 - 88 96 - - - - - - - Stage 1 344 344 - 364 411 - - - - - - - Stage 2 554 403 - 356 341 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 306.2 27 0 1.3 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 WBLn1 WBLn2 SBL SBT SBR Capacity (veh/h) 905 - - 113 518 88 322 829 - - HCM Lane V/C Ratio - - - 1.933 0.302 0.185 0.165 0.08 - - HCM Control Delay (s) 0 - - $ 514.9 14.9 55 18.4 9.7 0.5 - HCM Lane LOS A - - F B F C A A - HCM 95th %tile Q(veh) 0 - - 17.8 1.3 0.6 0.6 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Future 2025 No Action AM Peak Hour DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 91 770 72 829 1200 69 105 175 618 20 111 41 Future Volume (vph) 91 770 72 829 1200 69 105 175 618 20 111 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 125 0 150 0 100 125 50 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 30 30 Link Distance (ft) 590 632 1400 550 Travel Time (s) 11.5 12.3 31.8 12.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA Free pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Free 4 Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 15.0 29.0 45.0 59.0 22.0 35.0 11.0 24.0 Total Split (%) 12.5% 24.2% 37.5% 49.2% 18.3% 29.2% 9.2% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 73 (61%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Splits and Phases: 1: Lind Ave SW & SW Grady Way DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 770 72 829 1200 69 105 175 618 20 111 41 Future Volume (veh/h) 91 770 72 829 1200 69 105 175 618 20 111 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 1.00 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1856 1856 1856 Adj Flow Rate, veh/h 99 837 78 901 1304 75 114 190 0 22 121 45 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 288 1165 109 746 2199 126 233 484 193 206 73 Arrive On Green 0.05 0.36 0.36 0.34 0.65 0.65 0.07 0.13 0.00 0.02 0.08 0.08 Sat Flow, veh/h 1767 3258 304 1767 3388 195 1879 3749 1672 1767 2537 899 Grp Volume(v), veh/h 99 453 462 901 677 702 114 190 0 22 82 84 Grp Sat Flow(s),veh/h/ln 1767 1763 1799 1767 1763 1820 1879 1874 1672 1767 1763 1674 Q Serve(g_s), s 4.2 26.6 26.6 41.0 26.3 26.4 6.5 5.6 0.0 1.4 5.4 5.8 Cycle Q Clear(g_c), s 4.2 26.6 26.6 41.0 26.3 26.4 6.5 5.6 0.0 1.4 5.4 5.8 Prop In Lane 1.00 0.17 1.00 0.11 1.00 1.00 1.00 0.54 Lane Grp Cap(c), veh/h 288 630 643 746 1144 1181 233 484 193 143 136 V/C Ratio(X) 0.34 0.72 0.72 1.21 0.59 0.59 0.49 0.39 0.11 0.57 0.62 Avail Cap(c_a), veh/h 361 630 643 746 1144 1181 384 937 258 279 265 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.3 33.3 33.3 28.2 12.0 12.0 44.6 47.9 0.0 48.9 53.1 53.3 Incr Delay (d2), s/veh 0.3 6.9 6.8 106.0 2.3 2.2 0.5 0.2 0.0 0.1 1.4 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 12.4 12.6 42.8 10.2 10.5 3.0 2.6 0.0 0.6 2.4 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.6 40.2 40.1 134.2 14.3 14.2 45.1 48.1 0.0 49.0 54.5 55.0 LnGrp LOS C D D F B B D D D D E Approach Vol, veh/h 1014 2280 304 188 Approach Delay, s/veh 38.4 61.7 47.0 54.1 Approach LOS D E D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.0 82.9 12.4 14.7 45.0 47.9 6.6 20.5 Change Period (Y+Rc), s 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 11.0 54.0 18.0 19.0 41.0 24.0 7.0 30.0 Max Q Clear Time (g_c+I1), s 6.2 28.4 8.5 7.8 43.0 28.6 3.4 7.6 Green Ext Time (p_c), s 0.0 6.8 0.1 0.4 0.0 0.0 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 53.9 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 6 21 10 78 92 298 76 799 134 451 530 106 Future Volume (vph) 6 21 10 78 92 298 76 799 134 451 530 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 4% Storage Length (ft) 175 0 75 0 125 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 349 1121 563 434 Travel Time (s) 6.8 21.8 11.0 8.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.1 38.1 10.1 22.5 10.1 38.1 10.1 32.1 Total Split (s) 30.1 45.1 20.1 45.1 20.1 45.1 20.1 45.1 Total Split (%) 21.4% 32.1% 14.3% 32.1% 14.3% 32.1% 14.3% 32.1% Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 140.4 Actuated Cycle Length: 99.5 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Oakesdale Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 21 10 78 92 298 76 799 134 451 530 106 Future Volume (veh/h) 6 21 10 78 92 298 76 799 134 451 530 106 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1761 1761 1761 Adj Flow Rate, veh/h 7 23 11 85 100 324 83 868 146 490 576 115 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 131 302 144 484 114 368 398 1128 190 372 1259 251 Arrive On Green 0.01 0.26 0.26 0.05 0.30 0.30 0.04 0.35 0.35 0.15 0.45 0.45 Sat Flow, veh/h 1767 1184 566 1767 383 1241 1879 3206 539 1677 2778 553 Grp Volume(v), veh/h 7 0 34 85 0 424 83 507 507 490 346 345 Grp Sat Flow(s),veh/h/ln 1767 0 1750 1767 0 1625 1879 1874 1871 1677 1673 1658 Q Serve(g_s), s 0.3 0.0 1.5 3.6 0.0 25.6 2.9 24.8 24.8 15.0 14.7 14.8 Cycle Q Clear(g_c), s 0.3 0.0 1.5 3.6 0.0 25.6 2.9 24.8 24.8 15.0 14.7 14.8 Prop In Lane 1.00 0.32 1.00 0.76 1.00 0.29 1.00 0.33 Lane Grp Cap(c), veh/h 131 0 446 484 0 482 398 659 658 372 758 751 V/C Ratio(X) 0.05 0.00 0.08 0.18 0.00 0.88 0.21 0.77 0.77 1.32 0.46 0.46 Avail Cap(c_a), veh/h 544 0 678 653 0 630 588 727 725 372 758 751 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.3 0.0 29.2 25.4 0.0 34.6 19.8 29.7 29.7 23.4 19.5 19.5 Incr Delay (d2), s/veh 0.2 0.0 0.1 0.2 0.0 12.3 0.3 7.4 7.4 160.9 1.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.6 1.5 0.0 11.4 1.3 12.1 12.1 22.1 5.8 5.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.5 0.0 29.3 25.5 0.0 46.9 20.1 37.1 37.2 184.4 21.0 21.1 LnGrp LOS C A C C A D C D D F C C Approach Vol, veh/h 41 509 1097 1181 Approach Delay, s/veh 29.5 43.3 35.9 88.8 Approach LOS C D D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.3 31.4 9.6 51.9 6.0 35.7 20.1 41.4 Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Max Green Setting (Gmax), s 15.0 40.0 15.0 40.0 25.0 40.0 15.0 40.0 Max Q Clear Time (g_c+I1), s 5.6 3.5 4.9 16.8 2.3 27.6 17.0 26.8 Green Ext Time (p_c), s 0.1 0.2 0.1 9.9 0.0 2.9 0.0 9.5 Intersection Summary HCM 6th Ctrl Delay 59.2 HCM 6th LOS E DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 20 463 238 44 358 9 110 0 32 9 0 8 Future Volume (vph) 20 463 238 44 358 9 110 0 32 9 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Link Speed (mph) 35 35 25 25 Link Distance (ft) 1121 815 431 251 Travel Time (s) 21.8 15.9 11.8 6.8 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Roundabout 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 6 Intersection Intersection Delay, s/veh 9.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 784 447 155 19 Demand Flow Rate, veh/h 808 460 160 19 Vehicles Circulating, veh/h 59 147 551 574 Vehicles Exiting, veh/h 534 564 316 33 Ped Vol Crossing Leg, #/h 5 5 5 5 Ped Cap Adj 0.999 0.999 0.999 0.999 Approach Delay, s/veh 10.6 7.0 6.9 4.9 Approach LOS B A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 808 460 160 19 Cap Entry Lane, veh/h 1299 1188 787 768 Entry HV Adj Factor 0.970 0.972 0.969 1.000 Flow Entry, veh/h 784 447 155 19 Cap Entry, veh/h 1260 1154 762 768 V/C Ratio 0.622 0.388 0.204 0.025 Control Delay, s/veh 10.6 7.0 6.9 4.9 LOS B A A A 95th %tile Queue, veh 5 2 1 0 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 123 178 254 2 186 299 51 540 6 112 808 167 Future Volume (vph) 123 178 254 2 186 299 51 540 6 112 808 167 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -6% Storage Length (ft) 75 200 150 150 200 0 50 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 267 441 1042 1400 Travel Time (s) 5.2 8.6 20.3 27.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 34.0 10.0 34.0 33.0 33.0 33.0 33.0 Total Split (s) 17.0 27.0 17.0 27.0 36.0 36.0 36.0 36.0 Total Split (%) 21.3% 33.8% 21.3% 33.8% 45.0% 45.0% 45.0% 45.0% Yellow Time (s) 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 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 Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 57 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Lind Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 123 178 254 2 186 299 51 540 6 112 808 167 Future Volume (veh/h) 123 178 254 2 186 299 51 540 6 112 808 167 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 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 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 2091 2091 2091 Adj Flow Rate, veh/h 134 193 276 2 202 325 55 587 7 122 878 182 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 325 599 532 311 466 413 218 1415 17 381 1298 269 Arrive On Green 0.08 0.34 0.34 0.00 0.26 0.26 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1767 1763 1566 1767 1763 1564 528 3568 43 919 3274 678 Grp Volume(v), veh/h 134 193 276 2 202 325 55 290 304 122 533 527 Grp Sat Flow(s),veh/h/ln 1767 1763 1566 1767 1763 1564 528 1763 1848 919 1986 1966 Q Serve(g_s), s 3.0 4.7 8.1 0.0 5.5 11.1 5.5 6.8 6.8 6.3 12.7 12.7 Cycle Q Clear(g_c), s 3.0 4.7 8.1 0.0 5.5 11.1 18.2 6.8 6.8 13.2 12.7 12.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.35 Lane Grp Cap(c), veh/h 325 599 532 311 466 413 218 699 733 381 788 779 V/C Ratio(X) 0.41 0.32 0.52 0.01 0.43 0.79 0.25 0.41 0.42 0.32 0.68 0.68 Avail Cap(c_a), veh/h 556 675 600 676 675 599 293 952 997 512 1072 1061 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.1 14.1 15.2 15.6 17.6 19.6 21.8 12.5 12.5 17.3 14.3 14.3 Incr Delay (d2), s/veh 0.3 0.1 0.3 0.0 0.2 2.5 0.2 0.1 0.1 0.2 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 1.6 2.5 0.0 2.0 3.8 0.6 2.3 2.4 1.2 4.8 4.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.4 14.2 15.5 15.6 17.8 22.1 22.0 12.7 12.7 17.5 14.7 14.7 LnGrp LOS B B B B B C C B B B B B Approach Vol, veh/h 603 529 649 1182 Approach Delay, s/veh 14.8 20.4 13.5 15.0 Approach LOS B C B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 27.8 5.2 24.5 27.8 9.5 20.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 12.0 22.0 31.0 12.0 22.0 Max Q Clear Time (g_c+I1), s 20.2 2.0 10.1 15.2 5.0 13.1 Green Ext Time (p_c), s 2.1 0.0 1.5 4.6 0.1 1.5 Intersection Summary HCM 6th Ctrl Delay 15.6 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 15 63 45 33 75 78 482 13 20 492 270 Future Volume (vph) 85 15 63 45 33 75 78 482 13 20 492 270 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 365 465 403 1042 Travel Time (s) 8.3 10.6 7.9 20.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 23.0 23.0 25.0 25.0 25.0 25.0 Total Split (s) 23.0 23.0 23.0 23.0 27.0 27.0 27.0 27.0 Total Split (%) 46.0% 46.0% 46.0% 46.0% 54.0% 54.0% 54.0% 54.0% Yellow Time (s) 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 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 35 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Lind Ave SW & SW 19th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 15 63 45 33 75 78 482 13 20 492 270 Future Volume (veh/h) 85 15 63 45 33 75 78 482 13 20 492 270 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 92 16 68 49 36 82 85 524 14 22 535 293 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 445 67 283 474 109 248 243 1202 32 144 931 499 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.44 0.44 0.44 0.44 0.44 0.44 Sat Flow, veh/h 1257 307 1304 1296 501 1140 192 2743 73 31 2124 1139 Grp Volume(v), veh/h 92 0 84 49 0 118 301 0 322 471 0 379 Grp Sat Flow(s),veh/h/ln 1257 0 1610 1296 0 1641 1333 0 1675 1819 0 1476 Q Serve(g_s), s 1.9 0.0 1.3 0.9 0.0 1.8 0.4 0.0 3.9 0.0 0.0 5.6 Cycle Q Clear(g_c), s 3.7 0.0 1.3 2.2 0.0 1.8 6.0 0.0 3.9 5.5 0.0 5.6 Prop In Lane 1.00 0.81 1.00 0.69 0.28 0.04 0.05 0.77 Lane Grp Cap(c), veh/h 445 0 350 474 0 356 743 0 734 927 0 647 V/C Ratio(X) 0.21 0.00 0.24 0.10 0.00 0.33 0.41 0.00 0.44 0.51 0.00 0.59 Avail Cap(c_a), veh/h 952 0 999 996 0 1018 1135 0 1270 1490 0 1119 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 11.1 0.0 9.4 10.3 0.0 9.6 5.5 0.0 5.7 6.1 0.0 6.2 Incr Delay (d2), s/veh 0.2 0.0 0.4 0.1 0.0 0.5 0.4 0.0 0.4 0.4 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.3 0.2 0.0 0.5 0.6 0.0 0.7 1.0 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.4 0.0 9.7 10.4 0.0 10.1 5.9 0.0 6.1 6.6 0.0 7.0 LnGrp LOS B A A B A B A A A A A A Approach Vol, veh/h 176 167 623 850 Approach Delay, s/veh 10.6 10.2 6.0 6.8 Approach LOS B B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 17.7 11.3 17.7 11.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 22.0 18.0 22.0 18.0 Max Q Clear Time (g_c+I1), s 8.0 5.7 7.6 4.2 Green Ext Time (p_c), s 3.6 0.6 4.8 0.6 Intersection Summary HCM 6th Ctrl Delay 7.2 HCM 6th LOS A DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 6: Raymond Ave SW & Site Access Driveway 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - AM Peak Hour Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 97 0 0 266 Future Volume (vph) 0 0 97 0 0 266 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 50 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 25 Link Distance (ft) 161 582 431 Travel Time (s) 4.4 15.9 11.8 Confl. Peds. (#/hr) 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Future 2025 No Action PM Peak Hour DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 222 1825 90 508 1206 84 90 324 1081 101 221 113 Future Volume (vph) 222 1825 90 508 1206 84 90 324 1081 101 221 113 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 125 0 150 0 100 125 50 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 30 30 Link Distance (ft) 590 632 1400 550 Travel Time (s) 11.5 12.3 31.8 12.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA Free pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Free 4 Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 25.0 55.0 22.0 52.0 19.0 23.0 20.0 24.0 Total Split (%) 20.8% 45.8% 18.3% 43.3% 15.8% 19.2% 16.7% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 65 (54%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Splits and Phases: 1: Lind Ave SW & SW Grady Way DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 222 1825 90 508 1206 84 90 324 1081 101 221 113 Future Volume (veh/h) 222 1825 90 508 1206 84 90 324 1081 101 221 113 Initial Q (Qb), veh 0 0 0 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 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1856 1856 1856 Adj Flow Rate, veh/h 241 1984 98 552 1311 91 98 352 0 110 240 123 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 322 1740 85 325 1924 133 199 458 214 299 148 Arrive On Green 0.08 0.51 0.51 0.15 0.58 0.58 0.06 0.12 0.00 0.07 0.13 0.13 Sat Flow, veh/h 1767 3420 167 1767 3344 232 1879 3749 1672 1767 2276 1125 Grp Volume(v), veh/h 241 1014 1068 552 690 712 98 352 0 110 184 179 Grp Sat Flow(s),veh/h/ln 1767 1763 1825 1767 1763 1813 1879 1874 1672 1767 1763 1638 Q Serve(g_s), s 7.7 61.0 61.0 18.0 32.7 33.0 5.4 10.9 0.0 6.4 12.1 12.8 Cycle Q Clear(g_c), s 7.7 61.0 61.0 18.0 32.7 33.0 5.4 10.9 0.0 6.4 12.1 12.8 Prop In Lane 1.00 0.09 1.00 0.13 1.00 1.00 1.00 0.69 Lane Grp Cap(c), veh/h 322 897 928 325 1014 1043 199 458 214 232 215 V/C Ratio(X) 0.75 1.13 1.15 1.70 0.68 0.68 0.49 0.77 0.51 0.79 0.83 Avail Cap(c_a), veh/h 484 897 928 325 1014 1043 322 562 327 279 259 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.46 0.46 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.5 29.5 29.5 42.1 17.8 17.8 43.0 51.0 0.0 42.4 50.5 50.8 Incr Delay (d2), s/veh 1.3 73.1 80.2 327.1 3.7 3.6 0.3 1.8 0.0 0.7 10.0 14.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 42.4 45.7 39.1 13.5 14.0 2.5 5.2 0.0 2.9 6.0 6.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.8 102.5 109.7 369.2 21.4 21.4 43.3 52.9 0.0 43.1 60.5 65.6 LnGrp LOS B F F F C C D D D E E Approach Vol, veh/h 2323 1954 450 473 Approach Delay, s/veh 97.2 119.7 50.8 58.4 Approach LOS F F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.0 74.0 11.2 20.8 22.0 66.0 12.3 19.7 Change Period (Y+Rc), s 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 21.0 47.0 15.0 19.0 18.0 50.0 16.0 18.0 Max Q Clear Time (g_c+I1), s 9.7 35.0 7.4 14.8 20.0 63.0 8.4 12.9 Green Ext Time (p_c), s 0.3 5.1 0.1 0.6 0.0 0.0 0.1 0.7 Intersection Summary HCM 6th Ctrl Delay 98.1 HCM 6th LOS F Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 216 59 90 36 432 14 630 165 522 860 8 Future Volume (vph) 66 216 59 90 36 432 14 630 165 522 860 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 4% Storage Length (ft) 175 0 75 0 125 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 349 1121 563 434 Travel Time (s) 6.8 21.8 11.0 8.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.1 38.1 10.1 22.5 10.1 38.1 10.1 32.1 Total Split (s) 30.1 45.1 20.1 45.1 20.1 45.1 20.1 45.1 Total Split (%) 21.4% 32.1% 14.3% 32.1% 14.3% 32.1% 14.3% 32.1% Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 140.4 Actuated Cycle Length: 104.1 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Oakesdale Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 66 216 59 90 36 432 14 630 165 522 860 8 Future Volume (veh/h) 66 216 59 90 36 432 14 630 165 522 860 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1761 1761 1761 Adj Flow Rate, veh/h 72 235 64 98 39 470 15 685 179 567 935 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 160 460 125 363 41 497 222 900 235 343 1435 14 Arrive On Green 0.04 0.33 0.33 0.05 0.34 0.34 0.02 0.31 0.31 0.13 0.42 0.42 Sat Flow, veh/h 1767 1403 382 1767 121 1463 1879 2935 767 1677 3396 33 Grp Volume(v), veh/h 72 0 299 98 0 509 15 437 427 567 461 483 Grp Sat Flow(s),veh/h/ln 1767 0 1785 1767 0 1585 1879 1874 1828 1677 1673 1755 Q Serve(g_s), s 3.0 0.0 15.3 4.1 0.0 35.4 0.6 23.9 23.9 15.0 24.8 24.8 Cycle Q Clear(g_c), s 3.0 0.0 15.3 4.1 0.0 35.4 0.6 23.9 23.9 15.0 24.8 24.8 Prop In Lane 1.00 0.21 1.00 0.92 1.00 0.42 1.00 0.02 Lane Grp Cap(c), veh/h 160 0 585 363 0 538 222 575 561 343 707 742 V/C Ratio(X) 0.45 0.00 0.51 0.27 0.00 0.95 0.07 0.76 0.76 1.65 0.65 0.65 Avail Cap(c_a), veh/h 478 0 630 504 0 560 440 662 645 343 707 742 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.1 0.0 30.7 24.1 0.0 36.4 26.8 35.5 35.5 27.1 26.1 26.1 Incr Delay (d2), s/veh 2.0 0.0 1.0 0.4 0.0 25.1 0.1 7.9 8.1 305.8 4.0 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 6.6 1.7 0.0 17.0 0.3 11.9 11.7 35.2 10.3 10.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.1 0.0 31.7 24.5 0.0 61.5 26.9 43.4 43.6 332.9 30.0 29.8 LnGrp LOS C A C C A E C D D F C C Approach Vol, veh/h 371 607 879 1511 Approach Delay, s/veh 31.6 55.5 43.2 143.6 Approach LOS C E D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.1 42.3 7.0 53.0 9.7 43.6 20.1 39.8 Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Max Green Setting (Gmax), s 15.0 40.0 15.0 40.0 25.0 40.0 15.0 40.0 Max Q Clear Time (g_c+I1), s 6.1 17.3 2.6 26.8 5.0 37.4 17.0 25.9 Green Ext Time (p_c), s 0.1 2.4 0.0 8.9 0.1 1.1 0.0 8.8 Intersection Summary HCM 6th Ctrl Delay 89.2 HCM 6th LOS F DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 24 892 78 12 488 15 91 2 17 10 2 6 Future Volume (vph) 24 892 78 12 488 15 91 2 17 10 2 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Link Speed (mph) 35 35 25 25 Link Distance (ft) 1121 815 431 251 Travel Time (s) 21.8 15.9 11.8 6.8 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Roundabout 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 6 Intersection Intersection Delay, s/veh 14.7 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 1081 559 119 20 Demand Flow Rate, veh/h 1114 575 123 20 Vehicles Circulating, veh/h 26 131 1037 661 Vehicles Exiting, veh/h 655 1029 103 45 Ped Vol Crossing Leg, #/h 5 5 5 5 Ped Cap Adj 0.999 0.999 1.000 0.999 Approach Delay, s/veh 18.6 8.2 11.7 5.4 Approach LOS C A B A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 1114 575 123 20 Cap Entry Lane, veh/h 1344 1207 479 703 Entry HV Adj Factor 0.970 0.972 0.967 0.997 Flow Entry, veh/h 1081 559 119 20 Cap Entry, veh/h 1303 1173 463 701 V/C Ratio 0.830 0.477 0.257 0.028 Control Delay, s/veh 18.6 8.2 11.7 5.4 LOS C A B A 95th %tile Queue, veh 11 3 1 0 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 433 294 196 7 197 254 121 948 5 193 455 195 Future Volume (vph) 433 294 196 7 197 254 121 948 5 193 455 195 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -6% Storage Length (ft) 75 200 150 150 200 0 50 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 267 441 1042 1400 Travel Time (s) 5.2 8.6 20.3 27.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 34.0 10.0 34.0 33.0 33.0 33.0 33.0 Total Split (s) 17.0 27.0 17.0 27.0 36.0 36.0 36.0 36.0 Total Split (%) 21.3% 33.8% 21.3% 33.8% 45.0% 45.0% 45.0% 45.0% Yellow Time (s) 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 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 Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 74.4 Natural Cycle: 140 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Lind Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 433 294 196 7 197 254 121 948 5 193 455 195 Future Volume (veh/h) 433 294 196 7 197 254 121 948 5 193 455 195 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 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 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 2091 2091 2091 Adj Flow Rate, veh/h 471 320 213 8 214 276 132 1030 5 210 495 212 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 429 758 493 304 387 343 307 1500 7 208 1130 481 Arrive On Green 0.16 0.37 0.37 0.01 0.22 0.22 0.42 0.42 0.42 0.42 0.42 0.42 Sat Flow, veh/h 1767 2044 1329 1767 1763 1562 735 3598 17 609 2710 1154 Grp Volume(v), veh/h 471 275 258 8 214 276 132 505 530 210 362 345 Grp Sat Flow(s),veh/h/ln 1767 1763 1610 1767 1763 1562 735 1763 1852 609 1986 1878 Q Serve(g_s), s 12.0 8.6 8.9 0.3 8.0 12.5 11.6 17.4 17.4 13.6 9.7 9.7 Cycle Q Clear(g_c), s 12.0 8.6 8.9 0.3 8.0 12.5 21.4 17.4 17.4 31.0 9.7 9.7 Prop In Lane 1.00 0.83 1.00 1.00 1.00 0.01 1.00 0.61 Lane Grp Cap(c), veh/h 429 654 597 304 387 343 307 735 773 208 828 783 V/C Ratio(X) 1.10 0.42 0.43 0.03 0.55 0.80 0.43 0.69 0.69 1.01 0.44 0.44 Avail Cap(c_a), veh/h 429 654 597 571 522 462 307 735 773 208 828 783 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.8 17.4 17.5 22.1 25.8 27.5 23.1 17.7 17.7 33.5 15.4 15.5 Incr Delay (d2), s/veh 72.6 0.2 0.2 0.0 0.5 5.3 0.4 2.2 2.1 64.2 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 13.8 3.2 3.1 0.1 3.2 4.9 1.9 6.8 7.1 7.4 4.0 3.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 93.4 17.6 17.7 22.2 26.2 32.8 23.5 19.9 19.8 97.8 15.6 15.6 LnGrp LOS F B B C C C C B B F B B Approach Vol, veh/h 1004 498 1167 917 Approach Delay, s/veh 53.2 29.8 20.3 34.4 Approach LOS D C C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 36.0 5.8 32.6 36.0 17.0 21.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 12.0 22.0 31.0 12.0 22.0 Max Q Clear Time (g_c+I1), s 23.4 2.3 10.9 33.0 14.0 14.5 Green Ext Time (p_c), s 3.2 0.0 1.6 0.0 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 34.4 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 222 6 153 16 8 43 0 713 35 64 630 23 Future Volume (vph) 222 6 153 16 8 43 0 713 35 64 630 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 365 465 403 1042 Travel Time (s) 8.3 10.6 7.9 20.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm NA NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 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 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 42 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Lind Ave SW & SW 19th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 222 6 153 16 8 43 0 713 35 64 630 23 Future Volume (veh/h) 222 6 153 16 8 43 0 713 35 64 630 23 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 241 7 166 17 9 47 0 775 38 70 685 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 584 19 452 475 77 403 0 1352 66 185 1142 42 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.00 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1331 64 1511 1198 258 1347 0 3512 168 140 2889 106 Grp Volume(v), veh/h 241 0 173 17 0 56 0 399 414 386 0 394 Grp Sat Flow(s),veh/h/ln 1331 0 1575 1198 0 1605 0 1763 1824 1466 0 1669 Q Serve(g_s), s 5.3 0.0 2.8 0.4 0.0 0.8 0.0 5.8 5.8 0.9 0.0 6.1 Cycle Q Clear(g_c), s 6.1 0.0 2.8 3.2 0.0 0.8 0.0 5.8 5.8 6.7 0.0 6.1 Prop In Lane 1.00 0.96 1.00 0.84 0.00 0.09 0.18 0.06 Lane Grp Cap(c), veh/h 584 0 471 475 0 480 0 697 721 710 0 660 V/C Ratio(X) 0.41 0.00 0.37 0.04 0.00 0.12 0.00 0.57 0.57 0.54 0.00 0.60 Avail Cap(c_a), veh/h 1000 0 962 849 0 981 0 1077 1115 1012 0 1020 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.5 0.0 9.0 10.3 0.0 8.3 0.0 7.7 7.7 7.6 0.0 7.8 Incr Delay (d2), s/veh 0.5 0.0 0.5 0.0 0.0 0.1 0.0 0.7 0.7 0.7 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.7 0.1 0.0 0.2 0.0 1.4 1.4 1.3 0.0 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.0 0.0 9.5 10.3 0.0 8.4 0.0 8.5 8.5 8.3 0.0 8.7 LnGrp LOS B A A B A A A A A A A A Approach Vol, veh/h 414 73 813 780 Approach Delay, s/veh 10.4 8.9 8.5 8.5 Approach LOS B A A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 17.9 14.8 17.9 14.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 20.0 20.0 20.0 Max Q Clear Time (g_c+I1), s 7.8 8.1 8.7 5.2 Green Ext Time (p_c), s 4.0 1.5 3.9 0.2 Intersection Summary HCM 6th Ctrl Delay 8.9 HCM 6th LOS A DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 6: Raymond Ave SW & Site Access Driveway 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 No Action - PM Peak Hour Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 0 0 108 0 0 90 Future Volume (vph) 0 0 108 0 0 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 50 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Link Speed (mph) 30 30 30 Link Distance (ft) 161 582 431 Travel Time (s) 3.7 13.2 9.8 Confl. Peds. (#/hr) 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Future 2025 With Project AM Peak Hour DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 91 770 72 832 1200 69 105 181 657 20 111 41 Future Volume (vph) 91 770 72 832 1200 69 105 181 657 20 111 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 125 0 150 0 100 125 50 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 30 30 Link Distance (ft) 590 632 1400 550 Travel Time (s) 11.5 12.3 31.8 12.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA Free pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Free 4 Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 15.0 29.0 45.0 59.0 22.0 35.0 11.0 24.0 Total Split (%) 12.5% 24.2% 37.5% 49.2% 18.3% 29.2% 9.2% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 73 (61%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Splits and Phases: 1: Lind Ave SW & SW Grady Way DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - AM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 770 72 832 1200 69 105 181 657 20 111 41 Future Volume (veh/h) 91 770 72 832 1200 69 105 181 657 20 111 41 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 0.99 1.00 0.99 0.98 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1856 1856 1856 Adj Flow Rate, veh/h 99 837 78 904 1304 75 114 197 0 22 121 45 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 288 1165 109 746 2199 126 233 484 192 206 73 Arrive On Green 0.05 0.36 0.36 0.34 0.65 0.65 0.07 0.13 0.00 0.02 0.08 0.08 Sat Flow, veh/h 1767 3258 304 1767 3388 195 1879 3749 1672 1767 2537 899 Grp Volume(v), veh/h 99 453 462 904 677 702 114 197 0 22 82 84 Grp Sat Flow(s),veh/h/ln 1767 1763 1799 1767 1763 1820 1879 1874 1672 1767 1763 1674 Q Serve(g_s), s 4.2 26.6 26.6 41.0 26.3 26.4 6.5 5.8 0.0 1.4 5.4 5.8 Cycle Q Clear(g_c), s 4.2 26.6 26.6 41.0 26.3 26.4 6.5 5.8 0.0 1.4 5.4 5.8 Prop In Lane 1.00 0.17 1.00 0.11 1.00 1.00 1.00 0.54 Lane Grp Cap(c), veh/h 288 630 643 746 1144 1181 233 484 192 143 136 V/C Ratio(X) 0.34 0.72 0.72 1.21 0.59 0.59 0.49 0.41 0.11 0.57 0.62 Avail Cap(c_a), veh/h 361 630 643 746 1144 1181 384 937 257 279 265 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.90 0.90 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 22.3 33.3 33.3 28.2 12.0 12.0 44.6 48.0 0.0 48.9 53.1 53.3 Incr Delay (d2), s/veh 0.3 6.9 6.8 107.7 2.3 2.2 0.5 0.2 0.0 0.1 1.4 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 12.4 12.6 43.1 10.2 10.5 3.0 2.7 0.0 0.6 2.4 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 22.6 40.2 40.1 135.9 14.3 14.2 45.1 48.2 0.0 49.0 54.5 55.0 LnGrp LOS C D D F B B D D D D E Approach Vol, veh/h 1014 2283 311 188 Approach Delay, s/veh 38.4 62.4 47.1 54.1 Approach LOS D E D D Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 10.0 82.9 12.4 14.7 45.0 47.9 6.6 20.5 Change Period (Y+Rc), s 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 11.0 54.0 18.0 19.0 41.0 24.0 7.0 30.0 Max Q Clear Time (g_c+I1), s 6.2 28.4 8.5 7.8 43.0 28.6 3.4 7.8 Green Ext Time (p_c), s 0.0 6.8 0.1 0.4 0.0 0.0 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 54.3 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 6 21 10 89 92 332 76 799 135 453 530 106 Future Volume (vph) 6 21 10 89 92 332 76 799 135 453 530 106 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 4% Storage Length (ft) 175 0 75 0 125 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 349 1121 563 434 Travel Time (s) 6.8 21.8 11.0 8.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.1 38.1 10.1 22.5 10.1 38.1 10.1 32.1 Total Split (s) 30.1 45.1 20.1 45.1 20.1 45.1 20.1 45.1 Total Split (%) 21.4% 32.1% 14.3% 32.1% 14.3% 32.1% 14.3% 32.1% Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 140.4 Actuated Cycle Length: 102.1 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Oakesdale Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - AM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 21 10 89 92 332 76 799 135 453 530 106 Future Volume (veh/h) 6 21 10 89 92 332 76 799 135 453 530 106 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1761 1761 1761 Adj Flow Rate, veh/h 7 23 11 97 100 361 83 868 147 492 576 115 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 123 319 153 510 111 400 383 1103 187 355 1225 244 Arrive On Green 0.01 0.27 0.27 0.05 0.32 0.32 0.04 0.34 0.34 0.14 0.44 0.44 Sat Flow, veh/h 1767 1184 566 1767 351 1269 1879 3203 542 1677 2778 553 Grp Volume(v), veh/h 7 0 34 97 0 461 83 508 507 492 346 345 Grp Sat Flow(s),veh/h/ln 1767 0 1750 1767 0 1620 1879 1874 1871 1677 1673 1658 Q Serve(g_s), s 0.3 0.0 1.5 4.1 0.0 29.1 3.0 26.0 26.0 15.0 15.6 15.7 Cycle Q Clear(g_c), s 0.3 0.0 1.5 4.1 0.0 29.1 3.0 26.0 26.0 15.0 15.6 15.7 Prop In Lane 1.00 0.32 1.00 0.78 1.00 0.29 1.00 0.33 Lane Grp Cap(c), veh/h 123 0 472 510 0 511 383 645 644 355 738 731 V/C Ratio(X) 0.06 0.00 0.07 0.19 0.00 0.90 0.22 0.79 0.79 1.38 0.47 0.47 Avail Cap(c_a), veh/h 521 0 655 662 0 607 564 702 700 355 738 731 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.7 0.0 29.1 24.6 0.0 35.0 21.1 31.5 31.5 24.7 21.1 21.1 Incr Delay (d2), s/veh 0.2 0.0 0.1 0.2 0.0 15.9 0.3 8.4 8.4 189.5 1.7 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.7 1.7 0.0 13.3 1.3 12.9 12.9 24.3 6.2 6.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.9 0.0 29.2 24.7 0.0 50.9 21.4 39.9 39.9 214.2 22.8 22.8 LnGrp LOS C A C C A D C D D F C C Approach Vol, veh/h 41 558 1098 1183 Approach Delay, s/veh 29.5 46.3 38.5 102.4 Approach LOS C D D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.0 33.9 9.8 52.2 6.0 38.8 20.1 41.9 Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Max Green Setting (Gmax), s 15.0 40.0 15.0 40.0 25.0 40.0 15.0 40.0 Max Q Clear Time (g_c+I1), s 6.1 3.5 5.0 17.7 2.3 31.1 17.0 28.0 Green Ext Time (p_c), s 0.1 0.2 0.1 9.7 0.0 2.6 0.0 8.7 Intersection Summary HCM 6th Ctrl Delay 66.1 HCM 6th LOS E DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 20 463 241 47 358 9 155 0 77 9 0 8 Future Volume (vph) 20 463 241 47 358 9 155 0 77 9 0 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Link Speed (mph) 35 35 25 25 Link Distance (ft) 1121 815 431 251 Travel Time (s) 21.8 15.9 11.8 6.8 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Roundabout 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - AM Peak Hour Page 6 Intersection Intersection Delay, s/veh 9.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 787 450 252 19 Demand Flow Rate, veh/h 811 464 260 19 Vehicles Circulating, veh/h 63 196 551 627 Vehicles Exiting, veh/h 583 615 323 33 Ped Vol Crossing Leg, #/h 5 5 5 5 Ped Cap Adj 0.999 0.999 0.999 0.999 Approach Delay, s/veh 10.7 7.6 8.7 5.2 Approach LOS B A A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 811 464 260 19 Cap Entry Lane, veh/h 1294 1130 787 728 Entry HV Adj Factor 0.970 0.971 0.969 1.000 Flow Entry, veh/h 787 450 252 19 Cap Entry, veh/h 1255 1096 762 727 V/C Ratio 0.627 0.411 0.331 0.026 Control Delay, s/veh 10.7 7.6 8.7 5.2 LOS B A A A 95th %tile Queue, veh 5 2 1 0 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 168 178 254 2 186 299 51 540 6 112 808 170 Future Volume (vph) 168 178 254 2 186 299 51 540 6 112 808 170 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -6% Storage Length (ft) 75 200 150 150 200 0 50 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 267 441 1042 1400 Travel Time (s) 5.2 8.6 20.3 27.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 34.0 10.0 34.0 33.0 33.0 33.0 33.0 Total Split (s) 17.0 27.0 17.0 27.0 36.0 36.0 36.0 36.0 Total Split (%) 21.3% 33.8% 21.3% 33.8% 45.0% 45.0% 45.0% 45.0% Yellow Time (s) 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 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 Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 62.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Lind Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 168 178 254 2 186 299 51 540 6 112 808 170 Future Volume (veh/h) 168 178 254 2 186 299 51 540 6 112 808 170 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 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 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 2091 2091 2091 Adj Flow Rate, veh/h 183 193 276 2 202 325 55 587 7 122 878 185 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 353 630 560 325 459 407 207 1401 17 369 1281 270 Arrive On Green 0.10 0.36 0.36 0.00 0.26 0.26 0.39 0.39 0.39 0.39 0.39 0.39 Sat Flow, veh/h 1767 1763 1566 1767 1763 1563 526 3568 43 919 3263 687 Grp Volume(v), veh/h 183 193 276 2 202 325 55 290 304 122 534 529 Grp Sat Flow(s),veh/h/ln 1767 1763 1566 1767 1763 1563 526 1763 1848 919 1986 1964 Q Serve(g_s), s 4.3 4.8 8.3 0.1 5.8 11.8 5.9 7.3 7.3 6.8 13.6 13.6 Cycle Q Clear(g_c), s 4.3 4.8 8.3 0.1 5.8 11.8 19.5 7.3 7.3 14.0 13.6 13.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.35 Lane Grp Cap(c), veh/h 353 630 560 325 459 407 207 692 725 369 780 771 V/C Ratio(X) 0.52 0.31 0.49 0.01 0.44 0.80 0.27 0.42 0.42 0.33 0.69 0.69 Avail Cap(c_a), veh/h 525 639 568 669 639 567 270 900 944 478 1014 1003 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 14.4 14.1 15.2 16.6 18.8 21.0 23.4 13.4 13.4 18.5 15.3 15.3 Incr Delay (d2), s/veh 0.4 0.1 0.3 0.0 0.2 3.6 0.3 0.2 0.1 0.2 0.6 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 1.7 2.6 0.0 2.2 4.3 0.7 2.5 2.6 1.3 5.4 5.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.9 14.2 15.5 16.6 19.0 24.6 23.7 13.6 13.5 18.7 16.0 16.0 LnGrp LOS B B B B B C C B B B B B Approach Vol, veh/h 652 529 649 1185 Approach Delay, s/veh 14.9 22.5 14.4 16.3 Approach LOS B C B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 28.8 5.2 26.7 28.8 11.1 20.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 12.0 22.0 31.0 12.0 22.0 Max Q Clear Time (g_c+I1), s 21.5 2.1 10.3 16.0 6.3 13.8 Green Ext Time (p_c), s 2.0 0.0 1.5 4.5 0.1 1.4 Intersection Summary HCM 6th Ctrl Delay 16.7 HCM 6th LOS B Notes User approved pedestrian interval to be less than phase max green. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - AM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 85 26 74 45 34 75 79 482 13 20 492 270 Future Volume (vph) 85 26 74 45 34 75 79 482 13 20 492 270 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 365 465 403 1042 Travel Time (s) 8.3 10.6 7.9 20.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 23.0 23.0 25.0 25.0 25.0 25.0 Total Split (s) 23.0 23.0 23.0 23.0 27.0 27.0 27.0 27.0 Total Split (%) 46.0% 46.0% 46.0% 46.0% 54.0% 54.0% 54.0% 54.0% Yellow Time (s) 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 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 34.7 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Lind Ave SW & SW 19th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - AM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 26 74 45 34 75 79 482 13 20 492 270 Future Volume (veh/h) 85 26 74 45 34 75 79 482 13 20 492 270 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 92 28 80 49 37 82 86 524 14 22 535 293 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 449 94 268 458 114 252 242 1188 32 142 926 497 Arrive On Green 0.22 0.22 0.22 0.22 0.22 0.22 0.44 0.44 0.44 0.44 0.44 0.44 Sat Flow, veh/h 1256 422 1206 1269 511 1132 192 2725 73 32 2124 1139 Grp Volume(v), veh/h 92 0 108 49 0 119 301 0 323 470 0 380 Grp Sat Flow(s),veh/h/ln 1256 0 1629 1269 0 1643 1315 0 1675 1819 0 1476 Q Serve(g_s), s 1.9 0.0 1.6 1.0 0.0 1.8 0.4 0.0 3.9 0.0 0.0 5.7 Cycle Q Clear(g_c), s 3.7 0.0 1.6 2.6 0.0 1.8 6.1 0.0 3.9 5.6 0.0 5.7 Prop In Lane 1.00 0.74 1.00 0.69 0.29 0.04 0.05 0.77 Lane Grp Cap(c), veh/h 449 0 362 458 0 366 731 0 731 922 0 644 V/C Ratio(X) 0.20 0.00 0.30 0.11 0.00 0.33 0.41 0.00 0.44 0.51 0.00 0.59 Avail Cap(c_a), veh/h 941 0 1001 955 0 1009 1115 0 1258 1476 0 1108 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 11.1 0.0 9.5 10.6 0.0 9.5 5.6 0.0 5.8 6.2 0.0 6.3 Incr Delay (d2), s/veh 0.2 0.0 0.5 0.1 0.0 0.5 0.4 0.0 0.4 0.4 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.4 0.2 0.0 0.5 0.6 0.0 0.7 1.1 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.3 0.0 9.9 10.7 0.0 10.1 6.0 0.0 6.2 6.7 0.0 7.1 LnGrp LOS B A A B A B A A A A A A Approach Vol, veh/h 200 168 624 850 Approach Delay, s/veh 10.6 10.2 6.1 6.9 Approach LOS B B A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 17.8 11.5 17.8 11.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 22.0 18.0 22.0 18.0 Max Q Clear Time (g_c+I1), s 8.1 5.7 7.7 4.6 Green Ext Time (p_c), s 3.6 0.7 4.8 0.6 Intersection Summary HCM 6th Ctrl Delay 7.3 HCM 6th LOS A DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 6: Raymond Ave SW & Site Access Driveway 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - AM Peak Hour Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 32 131 101 2 7 280 Future Volume (vph) 32 131 101 2 7 280 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 50 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Link Speed (mph) 25 25 25 Link Distance (ft) 161 582 431 Travel Time (s) 4.4 15.9 11.8 Confl. Peds. (#/hr) 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th TWSC 6: Raymond Ave SW & Site Access Driveway 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - AM Peak Hour Page 2 Intersection Int Delay, s/veh 3.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 32 131 101 2 7 280 Future Vol, veh/h 32 131 101 2 7 280 Conflicting Peds, #/hr 5 5 0 5 5 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 50 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 35 142 110 2 8 304 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 441 121 0 0 117 0 Stage 1 116 - - - - - Stage 2 325 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 572 928 - - 1465 - Stage 1 906 - - - - - Stage 2 730 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 563 919 - - 1458 - Mov Cap-2 Maneuver 613 - - - - - Stage 1 901 - - - - - Stage 2 723 - - - - - Approach WB NB SB HCM Control Delay, s 10.5 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 837 1458 - HCM Lane V/C Ratio - - 0.212 0.005 - HCM Control Delay (s) - - 10.5 7.5 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.8 0 - DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Future 2025 With Project PM Peak Hour DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 222 1825 90 511 1206 84 90 325 1084 101 222 113 Future Volume (vph) 222 1825 90 511 1206 84 90 325 1084 101 222 113 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 0% Storage Length (ft) 125 0 150 0 100 125 50 0 Storage Lanes 1 0 1 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 30 30 Link Distance (ft) 590 632 1400 550 Travel Time (s) 11.5 12.3 31.8 12.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA Free pm+pt NA Protected Phases 1 6 5 2 3 8 7 4 Permitted Phases 6 2 8 Free 4 Detector Phase 1 6 5 2 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 23.0 10.0 23.0 10.0 23.0 10.0 23.0 Total Split (s) 25.0 55.0 22.0 52.0 19.0 23.0 20.0 24.0 Total Split (%) 20.8% 45.8% 18.3% 43.3% 15.8% 19.2% 16.7% 20.0% Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Min None C-Min None None None None Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 65 (54%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated Splits and Phases: 1: Lind Ave SW & SW Grady Way DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 1: Lind Ave SW & SW Grady Way 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 222 1825 90 511 1206 84 90 325 1084 101 222 113 Future Volume (veh/h) 222 1825 90 511 1206 84 90 325 1084 101 222 113 Initial Q (Qb), veh 0 0 0 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 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1856 1856 1856 Adj Flow Rate, veh/h 241 1984 98 555 1311 91 98 353 0 110 241 123 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 322 1739 85 325 1924 133 199 459 214 300 148 Arrive On Green 0.08 0.51 0.51 0.15 0.58 0.58 0.06 0.12 0.00 0.07 0.13 0.13 Sat Flow, veh/h 1767 3420 167 1767 3344 232 1879 3749 1672 1767 2279 1122 Grp Volume(v), veh/h 241 1014 1068 555 690 712 98 353 0 110 184 180 Grp Sat Flow(s),veh/h/ln 1767 1763 1825 1767 1763 1813 1879 1874 1672 1767 1763 1638 Q Serve(g_s), s 7.7 61.0 61.0 18.0 32.8 33.0 5.4 10.9 0.0 6.4 12.2 12.8 Cycle Q Clear(g_c), s 7.7 61.0 61.0 18.0 32.8 33.0 5.4 10.9 0.0 6.4 12.2 12.8 Prop In Lane 1.00 0.09 1.00 0.13 1.00 1.00 1.00 0.68 Lane Grp Cap(c), veh/h 322 896 928 325 1014 1043 199 459 214 232 216 V/C Ratio(X) 0.75 1.13 1.15 1.71 0.68 0.68 0.49 0.77 0.51 0.79 0.83 Avail Cap(c_a), veh/h 484 896 928 325 1014 1043 321 562 327 279 259 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.45 0.45 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 18.5 29.5 29.5 42.1 17.8 17.8 43.0 51.0 0.0 42.4 50.5 50.8 Incr Delay (d2), s/veh 1.3 73.2 80.4 331.1 3.7 3.6 0.3 1.8 0.0 0.7 10.1 15.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 42.4 45.8 39.5 13.5 14.0 2.5 5.3 0.0 2.9 6.0 6.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 19.9 102.7 109.9 373.3 21.5 21.5 43.3 52.8 0.0 43.1 60.6 65.8 LnGrp LOS B F F F C C D D D E E Approach Vol, veh/h 2323 1957 451 474 Approach Delay, s/veh 97.4 121.2 50.8 58.5 Approach LOS F F D E Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.0 74.0 11.2 20.8 22.0 66.0 12.3 19.7 Change Period (Y+Rc), s 4.0 5.0 4.0 5.0 4.0 5.0 4.0 5.0 Max Green Setting (Gmax), s 21.0 47.0 15.0 19.0 18.0 50.0 16.0 18.0 Max Q Clear Time (g_c+I1), s 9.7 35.0 7.4 14.8 20.0 63.0 8.4 12.9 Green Ext Time (p_c), s 0.3 5.1 0.1 0.6 0.0 0.0 0.1 0.7 Intersection Summary HCM 6th Ctrl Delay 98.8 HCM 6th LOS F Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 216 59 91 36 435 14 630 166 525 860 8 Future Volume (vph) 66 216 59 91 36 435 14 630 166 525 860 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% -3% 4% Storage Length (ft) 175 0 75 0 125 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 349 1121 563 434 Travel Time (s) 6.8 21.8 11.0 8.5 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 4 Detector Phase 5 2 1 6 3 8 7 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.1 38.1 10.1 22.5 10.1 38.1 10.1 32.1 Total Split (s) 30.1 45.1 20.1 45.1 20.1 45.1 20.1 45.1 Total Split (%) 21.4% 32.1% 14.3% 32.1% 14.3% 32.1% 14.3% 32.1% Yellow Time (s) 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None Min None Min Intersection Summary Area Type: Other Cycle Length: 140.4 Actuated Cycle Length: 104.2 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Splits and Phases: 2: Oakesdale Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 2: Oakesdale Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 66 216 59 91 36 435 14 630 166 525 860 8 Future Volume (veh/h) 66 216 59 91 36 435 14 630 166 525 860 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1973 1973 1973 1761 1761 1761 Adj Flow Rate, veh/h 72 235 64 99 39 473 15 685 180 571 935 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 159 461 126 364 41 499 221 899 236 342 1433 14 Arrive On Green 0.04 0.33 0.33 0.05 0.34 0.34 0.02 0.31 0.31 0.13 0.42 0.42 Sat Flow, veh/h 1767 1403 382 1767 121 1464 1879 2931 770 1677 3396 33 Grp Volume(v), veh/h 72 0 299 99 0 512 15 438 427 571 461 483 Grp Sat Flow(s),veh/h/ln 1767 0 1785 1767 0 1584 1879 1874 1827 1677 1673 1755 Q Serve(g_s), s 3.0 0.0 15.3 4.2 0.0 35.7 0.6 24.0 24.0 15.0 24.9 24.9 Cycle Q Clear(g_c), s 3.0 0.0 15.3 4.2 0.0 35.7 0.6 24.0 24.0 15.0 24.9 24.9 Prop In Lane 1.00 0.21 1.00 0.92 1.00 0.42 1.00 0.02 Lane Grp Cap(c), veh/h 159 0 587 364 0 540 221 575 560 342 706 741 V/C Ratio(X) 0.45 0.00 0.51 0.27 0.00 0.95 0.07 0.76 0.76 1.67 0.65 0.65 Avail Cap(c_a), veh/h 475 0 629 504 0 558 438 660 644 342 706 741 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.2 0.0 30.7 24.1 0.0 36.5 26.8 35.6 35.6 27.2 26.2 26.2 Incr Delay (d2), s/veh 2.0 0.0 1.0 0.4 0.0 25.7 0.1 8.0 8.2 313.5 4.0 3.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 0.0 6.7 1.8 0.0 17.2 0.3 12.0 11.7 35.8 10.4 10.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.2 0.0 31.7 24.5 0.0 62.2 27.0 43.6 43.8 340.7 30.1 30.0 LnGrp LOS C A C C A E C D D F C C Approach Vol, veh/h 371 611 880 1515 Approach Delay, s/veh 31.6 56.1 43.4 147.1 Approach LOS C E D F Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 11.1 42.4 7.0 53.0 9.7 43.8 20.1 39.9 Change Period (Y+Rc), s 5.1 5.1 5.1 5.1 5.1 5.1 5.1 5.1 Max Green Setting (Gmax), s 15.0 40.0 15.0 40.0 25.0 40.0 15.0 40.0 Max Q Clear Time (g_c+I1), s 6.2 17.3 2.6 26.9 5.0 37.7 17.0 26.0 Green Ext Time (p_c), s 0.1 2.4 0.0 8.9 0.1 1.0 0.0 8.8 Intersection Summary HCM 6th Ctrl Delay 90.9 HCM 6th LOS F DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 24 892 82 16 488 15 95 2 21 10 2 6 Future Volume (vph) 24 892 82 16 488 15 95 2 21 10 2 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Link Speed (mph) 35 35 25 25 Link Distance (ft) 1121 815 431 251 Travel Time (s) 21.8 15.9 11.8 6.8 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Roundabout 3: Raymond Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 6 Intersection Intersection Delay, s/veh 15.1 Intersection LOS C Approach EB WB NB SB Entry Lanes 1 1 1 1 Conflicting Circle Lanes 1 1 1 1 Adj Approach Flow, veh/h 1085 563 128 20 Demand Flow Rate, veh/h 1118 580 132 20 Vehicles Circulating, veh/h 31 135 1037 670 Vehicles Exiting, veh/h 659 1034 112 45 Ped Vol Crossing Leg, #/h 5 5 5 5 Ped Cap Adj 0.999 0.999 1.000 0.999 Approach Delay, s/veh 19.2 8.3 12.0 5.5 Approach LOS C A B A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 4.976 Entry Flow, veh/h 1118 580 132 20 Cap Entry Lane, veh/h 1337 1202 479 697 Entry HV Adj Factor 0.970 0.971 0.969 0.997 Flow Entry, veh/h 1085 563 128 20 Cap Entry, veh/h 1296 1167 464 694 V/C Ratio 0.837 0.483 0.275 0.029 Control Delay, s/veh 19.2 8.3 12.0 5.5 LOS C A B A 95th %tile Queue, veh 11 3 1 0 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 437 294 196 7 197 254 121 948 5 193 455 199 Future Volume (vph) 437 294 196 7 197 254 121 948 5 193 455 199 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% 0% 0% -6% Storage Length (ft) 75 200 150 150 200 0 50 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 35 35 35 35 Link Distance (ft) 267 441 1042 1400 Travel Time (s) 5.2 8.6 20.3 27.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type pm+pt NA pm+pt NA Perm NA Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 7 4 3 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 34.0 10.0 34.0 33.0 33.0 33.0 33.0 Total Split (s) 17.0 27.0 17.0 27.0 36.0 36.0 36.0 36.0 Total Split (%) 21.3% 33.8% 21.3% 33.8% 45.0% 45.0% 45.0% 45.0% Yellow Time (s) 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 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 Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 74.4 Natural Cycle: 150 Control Type: Actuated-Uncoordinated Splits and Phases: 4: Lind Ave SW & SW 16th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 4: Lind Ave SW & SW 16th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 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) 437 294 196 7 197 254 121 948 5 193 455 199 Future Volume (veh/h) 437 294 196 7 197 254 121 948 5 193 455 199 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 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 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 2091 2091 2091 Adj Flow Rate, veh/h 475 320 213 8 214 276 132 1030 5 210 495 216 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 429 758 493 304 387 343 305 1500 7 208 1123 487 Arrive On Green 0.16 0.37 0.37 0.01 0.22 0.22 0.42 0.42 0.42 0.42 0.42 0.42 Sat Flow, veh/h 1767 2044 1329 1767 1763 1562 732 3598 17 609 2693 1169 Grp Volume(v), veh/h 475 275 258 8 214 276 132 505 530 210 364 347 Grp Sat Flow(s),veh/h/ln 1767 1763 1610 1767 1763 1562 732 1763 1852 609 1986 1876 Q Serve(g_s), s 12.0 8.6 8.9 0.3 8.0 12.5 11.7 17.4 17.4 13.6 9.7 9.8 Cycle Q Clear(g_c), s 12.0 8.6 8.9 0.3 8.0 12.5 21.5 17.4 17.4 31.0 9.7 9.8 Prop In Lane 1.00 0.83 1.00 1.00 1.00 0.01 1.00 0.62 Lane Grp Cap(c), veh/h 429 654 597 304 387 343 305 735 773 208 828 782 V/C Ratio(X) 1.11 0.42 0.43 0.03 0.55 0.80 0.43 0.69 0.69 1.01 0.44 0.44 Avail Cap(c_a), veh/h 429 654 597 571 522 462 305 735 773 208 828 782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.8 17.4 17.5 22.1 25.8 27.5 23.2 17.7 17.7 33.5 15.5 15.5 Incr Delay (d2), s/veh 75.8 0.2 0.2 0.0 0.5 5.3 0.4 2.2 2.1 64.2 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 14.2 3.2 3.1 0.1 3.2 4.9 1.9 6.8 7.1 7.4 4.0 3.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 96.6 17.6 17.7 22.2 26.2 32.8 23.5 19.9 19.8 97.8 15.6 15.6 LnGrp LOS F B B C C C C B B F B B Approach Vol, veh/h 1008 498 1167 921 Approach Delay, s/veh 54.9 29.8 20.3 34.3 Approach LOS D C C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 36.0 5.8 32.6 36.0 17.0 21.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 12.0 22.0 31.0 12.0 22.0 Max Q Clear Time (g_c+I1), s 23.5 2.3 10.9 33.0 14.0 14.5 Green Ext Time (p_c), s 3.1 0.0 1.6 0.0 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 34.9 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 9 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 222 7 154 16 9 43 1 713 35 64 630 23 Future Volume (vph) 222 7 154 16 9 43 1 713 35 64 630 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 50 0 75 0 0 0 0 0 Storage Lanes 1 0 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 365 465 403 1042 Travel Time (s) 8.3 10.6 7.9 20.3 Confl. Peds. (#/hr) 5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 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 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead-Lag Optimize? Recall Mode None None None None Min Min Min Min Intersection Summary Area Type: Other Cycle Length: 50 Actuated Cycle Length: 41.9 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Splits and Phases: 5: Lind Ave SW & SW 19th Street DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th Signalized Intersection Summary 5: Lind Ave SW & SW 19th Street 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 222 7 154 16 9 43 1 713 35 64 630 23 Future Volume (veh/h) 222 7 154 16 9 43 1 713 35 64 630 23 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 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 No Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 241 8 167 17 10 47 1 775 38 70 685 25 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3 Cap, veh/h 582 22 450 472 84 397 110 1329 65 184 1143 42 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1330 72 1504 1196 282 1327 1 3347 164 138 2878 106 Grp Volume(v), veh/h 241 0 175 17 0 57 430 0 384 386 0 394 Grp Sat Flow(s),veh/h/ln 1330 0 1576 1196 0 1609 1854 0 1658 1453 0 1669 Q Serve(g_s), s 5.3 0.0 2.9 0.4 0.0 0.8 0.0 0.0 6.0 0.9 0.0 6.1 Cycle Q Clear(g_c), s 6.1 0.0 2.9 3.3 0.0 0.8 6.0 0.0 6.0 6.9 0.0 6.1 Prop In Lane 1.00 0.95 1.00 0.82 0.00 0.10 0.18 0.06 Lane Grp Cap(c), veh/h 582 0 472 472 0 482 846 0 658 706 0 663 V/C Ratio(X) 0.41 0.00 0.37 0.04 0.00 0.12 0.51 0.00 0.58 0.55 0.00 0.59 Avail Cap(c_a), veh/h 992 0 957 840 0 977 1234 0 1007 1000 0 1013 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 10.6 0.0 9.1 10.4 0.0 8.4 7.8 0.0 7.8 7.6 0.0 7.8 Incr Delay (d2), s/veh 0.5 0.0 0.5 0.0 0.0 0.1 0.5 0.0 0.8 0.7 0.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 0.8 0.1 0.0 0.2 1.5 0.0 1.4 1.3 0.0 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.1 0.0 9.6 10.4 0.0 8.5 8.3 0.0 8.6 8.3 0.0 8.7 LnGrp LOS B A A B A A A A A A A A Approach Vol, veh/h 416 74 814 780 Approach Delay, s/veh 10.5 8.9 8.4 8.5 Approach LOS B A A A Timer - Assigned Phs 2 4 6 8 Phs Duration (G+Y+Rc), s 18.1 14.9 18.1 14.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 20.0 20.0 20.0 20.0 Max Q Clear Time (g_c+I1), s 8.0 8.1 8.9 5.3 Green Ext Time (p_c), s 3.9 1.5 3.9 0.2 Intersection Summary HCM 6th Ctrl Delay 8.9 HCM 6th LOS A DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Lanes, Volumes, Timings 6: Raymond Ave SW & Site Access Driveway 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 11 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 2 10 108 2 10 90 Future Volume (vph) 2 10 108 2 10 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 0 0 50 Storage Lanes 1 0 0 1 Taper Length (ft) 25 25 Link Speed (mph) 30 30 30 Link Distance (ft) 161 582 431 Travel Time (s) 3.7 13.2 9.8 Confl. Peds. (#/hr) 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 HCM 6th TWSC 6: Raymond Ave SW & Site Access Driveway 05/09/2023 UW Medicine Renton @ 1601 Lind Ave SW Synchro 11 Report 2025 With Project - PM Peak Hour Page 2 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 2 10 108 2 10 90 Future Vol, veh/h 2 10 108 2 10 90 Conflicting Peds, #/hr 5 5 0 5 5 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 50 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 2 11 117 2 11 98 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 248 128 0 0 124 0 Stage 1 123 - - - - - Stage 2 125 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 738 919 - - 1457 - Stage 1 900 - - - - - Stage 2 898 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 725 910 - - 1450 - Mov Cap-2 Maneuver 737 - - - - - Stage 1 896 - - - - - Stage 2 886 - - - - - Approach WB NB SB HCM Control Delay, s 9.2 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 876 1450 - HCM Lane V/C Ratio - - 0.015 0.007 - HCM Control Delay (s) - - 9.2 7.5 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 Traffic Impact Analysis UW Medicine Testing Lab (Renton, WA) Appendix E Trip Generation Calculations DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 UW Medical Testing Lab (Renton) 1601 Lind Ave SW Average Weekday Trip Generation Forecasts - Medical Testing Lab on Floor 1 Only (Phase 1) Time Period In Out Comment In Out Comment In Out Comment In Out Comment In Out Total Hour In Out Total 12:00 - 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 12:00-1:00 AM 0 0 0 1:00 - 2:00 0 0 1 1 0 0 0 0 1 1 2 1:00-2:00 AM 1 1 2 2:00 - 3:00 0 0 0 0 0 0 0 0 0 0 0 2:00-3:00 AM 0 0 0 3:00 - 4:00 0 0 1 1 0 0 0 0 1 1 2 3:00-4:00 AM 1 1 2 4:00 - 5:00 0 0 0 0 0 0 0 0 0 0 0 4:00-5:00 AM 0 0 0 5:00 - 6:00 0 0 1 1 0 0 0 0 1 1 2 5:00-6:00 AM 1 1 2 6:00 - 6:30 0 0 0 0 0 0 0 0 0 0 0 6:00-7:00 AM 50 0 50 6:30 - 7:00 50 0 shift 1 enter 0 0 0 0 0 0 50 0 50 6:30-7:30 AM 51 1 52 7:00 - 7:30 0 0 1 1 0 0 0 0 1 1 2 7:00-8:00 AM 1 51 52 7:30 - 8:00 0 50 shift 3 exit 0 0 0 0 0 0 0 50 50 7:30-8:30 AM 1 51 52 8:00 - 8:30 0 0 0 0 1 1 Supply Delivery 0 0 1 1 2 8:00-9:00 AM 1 1 2 8:30 - 9:00 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 AM 3 3 6 9:00 - 9:30 0 0 2 2 1 1 Supply Delivery 0 0 3 3 6 9:00-10:00 AM 3 3 6 9:30 - 10:00 0 0 0 0 0 0 0 0 0 0 0 9:30-10:30 AM 2 1 3 10:00 - 10:30 0 0 0 0 1 0 Waste Pickup Enter 1 1 US Mail Delivery/Pickup 2 1 3 10:00-11:00 AM 2 2 4 10:30 - 11:00 0 0 0 0 0 1 Waste Pickup Exit 0 0 0 1 1 10:30-11:30 AM 3 3 6 11:00 - 11:30 0 0 1 1 1 0 Trash Pickup Enter 1 1 Misc. 3x per week 3 2 5 11:00-12:00 PM 3 3 6 11:30 - Noon 0 0 0 0 0 1 Trash Pickup Exit 0 0 0 1 1 11:30-12:30 PM 0 1 1 12:00 - 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 12:00-1:00 PM 0 0 0 12:30 - 1:00 0 0 0 0 0 0 0 0 0 0 0 12:30-1:30 PM 3 3 6 1:00 - 1:30 0 0 2 2 1 1 Supply Delivery 0 0 3 3 6 1:00-2:00 PM 4 4 8 1:30 - 2:00 0 0 0 0 1 1 Supply Delivery 0 0 1 1 2 1:30-2:30 PM 1 1 2 2:00 - 2:30 0 0 0 0 0 0 0 0 0 0 0 2:00-3:00 PM 50 0 50 2:30 - 3:00 50 0 shift 2 enter 0 0 0 0 0 0 50 0 50 2:30-3:30 PM 52 2 54 3:00 - 3:30 0 0 1 1 1 1 Supply Delivery 0 0 2 2 4 3:00-4:00 PM 2 52 54 3:30 - 4:00 0 50 shift 1 exit 0 0 0 0 0 0 0 50 50 3:30-4:30 PM 1 51 52 4:00 - 4:30 0 0 0 0 0 0 1 1 FedEx-UPS Delivery/Pickup 1 1 2 4:00-5:00 PM 1 1 2 4:30 - 5:00 0 0 0 0 0 0 0 0 0 0 0 4:30-5:30 PM 2 2 4 5:00 - 5:30 0 0 2 2 0 0 0 0 2 2 4 5:00-6:00 PM 2 2 4 5:30 - 6:00 0 0 0 0 0 0 0 0 0 0 0 5:30-6:30 PM 1 0 1 6:00 - 6:30 0 0 0 0 1 0 Custodial Enter 0 0 1 0 1 6:00-7:00 PM 1 0 1 6:30 - 7:00 0 0 0 0 0 0 0 0 0 0 0 7:00 - 8:00 0 0 1 1 0 0 0 0 1 1 2 7:00 -8:00 PM 1 1 2 8:00 - 9:00 0 0 0 0 0 1 Custodial Exit 0 0 0 1 1 8:00-9:00 PM 0 1 1 9:00 - 10:00 0 0 2 2 0 0 0 0 2 2 4 9:00-10:00 PM 2 2 4 10:00 - 11:00 50 0 shift 3 enter 0 0 0 0 0 0 50 0 50 10:00-11:00 PM 50 0 50 11:00 - 12:00 0 50 shift 2 exit 1 1 0 0 0 0 1 51 52 11:00 PM - 12:00 AM 1 51 52 TOTAL TRIPS 150 150 16 16 8 8 3 3 177 177 354 TRIP GENERATION SUMMARY In Out Total Daily Trip Generation 177 177 354 AM Peak Hour 1 51 52 7:00 - 8:00 AM PM Peak Hour 2 2 4 5:00 - 6:00 PM Hourly Trip TotalsEmployee Trips Specimen Delivery/Pickup Trips Waste Pickup/Supply Delivery Other Trips (Mail, UPS, etc) Trip Totals 5/9/2023 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 UW Medical Testing Lab (Renton) 1601 Lind Ave SW Average Weekday Trip Generation Forecasts - Medical Testing Lab on Floors 1-5 (TOTAL BUILDING) Time Period In Out Comment In Out Comment In Out Comment In Out Comment In Out Total Hour In Out Total 12:00 - 1:00 AM 0 0 2 2 0 0 0 0 2 2 4 12:00-1:00 AM 2 2 4 1:00 - 2:00 0 0 3 3 0 0 0 0 3 3 6 1:00-2:00 AM 3 3 6 2:00 - 3:00 0 0 2 2 0 0 0 0 2 2 4 2:00-3:00 AM 2 2 4 3:00 - 4:00 0 0 3 3 0 0 0 0 3 3 6 3:00-4:00 AM 3 3 6 4:00 - 5:00 0 0 2 2 0 0 0 0 2 2 4 4:00-5:00 AM 2 2 4 5:00 - 6:00 0 0 3 3 0 0 0 0 3 3 6 5:00-6:00 AM 3 3 6 6:00 - 6:30 0 0 4 4 0 0 0 0 4 4 8 6:00-7:00 AM 383 8 391 6:30 - 7:00 375 0 shift 1 enter 4 4 0 0 0 0 379 4 383 6:30-7:30 AM 384 9 393 7:00 - 7:30 0 0 5 5 0 0 0 0 5 5 10 7:00-8:00 AM 9 159 168 7:30 - 8:00 0 150 shift 3 exit 4 4 0 0 0 0 4 154 158 7:30-8:30 AM 9 159 168 8:00 - 8:30 0 0 4 4 1 1 Supply Delivery 0 0 5 5 10 8:00-9:00 AM 10 10 20 8:30 - 9:00 0 0 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 5 5 10 8:30-9:30 AM 12 12 24 9:00 - 9:30 0 0 6 6 1 1 Supply Delivery 0 0 7 7 14 9:00-10:00 AM 11 11 22 9:30 - 10:00 0 0 4 4 0 0 0 0 4 4 8 9:30-10:30 AM 13 9 22 10:00 - 10:30 3 0 4 4 1 0 Waste Pickup Enter 1 1 US Mail Delivery/Pickup 9 5 14 10:00-11:00 AM 13 10 23 10:30 - 11:00 0 0 4 4 0 1 Waste Pickup Exit 0 0 4 5 9 10:30-11:30 AM 11 11 22 11:00 - 11:30 0 0 5 5 1 0 Trash Pickup Enter 1 1 Misc. 3x per week 7 6 13 11:00-12:00 PM 13 13 26 11:30 - Noon 2 2 4 4 0 1 Trash Pickup Exit 0 0 6 7 13 11:30-12:30 PM 13 14 27 12:00 - 12:30 PM 2 2 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 7 7 14 12:00-1:00 PM 11 11 22 12:30 - 1:00 0 0 4 4 0 0 0 0 4 4 8 12:30-1:30 PM 11 11 22 1:00 - 1:30 0 0 6 6 1 1 Supply Delivery 0 0 7 7 14 1:00-2:00 PM 13 13 26 1:30 - 2:00 0 0 4 4 1 1 Supply Delivery 1 1 FedEx-UPS Delivery/Pickup 6 6 12 1:30-2:30 PM 11 13 24 2:00 - 2:30 0 3 4 4 1 0 Waste Pickup Enter 0 0 5 7 12 2:00-3:00 PM 234 12 246 2:30 - 3:00 225 0 shift 2 enter 4 4 0 1 Waste Pickup Exit 0 0 229 5 234 2:30-3:30 PM 235 11 246 3:00 - 3:30 0 0 5 5 1 1 Supply Delivery 0 0 6 6 12 3:00-4:00 PM 11 386 397 3:30 - 4:00 0 375 shift 1 exit 4 4 1 1 Supply Delivery 0 0 5 380 385 3:30-4:30 PM 10 385 395 4:00 - 4:30 0 0 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 5 5 10 4:00-5:00 PM 9 9 18 4:30 - 5:00 0 0 4 4 0 0 0 0 4 4 8 4:30-5:30 PM 11 11 22 5:00 - 5:30 1 1 6 6 0 0 0 0 7 7 14 5:00-6:00 PM 12 12 24 5:30 - 6:00 1 1 4 4 0 0 0 0 5 5 10 5:30-6:30 PM 10 9 19 6:00 - 6:30 0 0 4 4 1 0 Custodial Enter 0 0 5 4 9 6:00-7:00 PM 9 8 17 6:30 - 7:00 0 0 4 4 0 0 0 0 4 4 8 7:00 - 8:00 0 0 4 4 0 0 0 0 4 4 8 7:00 -8:00 PM 4 4 8 8:00 - 9:00 0 0 3 3 0 1 Custodial Exit 0 0 3 4 7 8:00-9:00 PM 3 4 7 9:00 - 10:00 0 0 5 5 0 0 0 0 5 5 10 9:00-10:00 PM 5 5 10 10:00 - 11:00 150 0 shift 3 enter 3 3 0 0 0 0 153 3 156 10:00-11:00 PM 153 3 156 11:00 - 12:00 0 225 shift 2 exit 4 4 0 0 0 0 4 229 233 11:00 PM - 12:00 AM 4 229 233 TOTAL TRIPS 759 759 147 147 10 10 6 6 922 922 1,844 TRIP GENERATION SUMMARY In Out Total Daily Trip Generation 922 922 1,844 AM Peak Hour 9 159 168 7:00 - 8:00 AM PM Peak Hour 12 12 24 5:00 - 6:00 PM Hourly Trip TotalsEmployee Trips Specimen Delivery/Pickup Trips Waste Pickup/Supply Delivery Other Trips (Mail, UPS, etc) Trip Totals 5/9/2023 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 UW Medical Testing Lab (Renton) 1601 Lind Ave SW Average Weekday Trip Generation Forecasts - New Trips Associated with Medical Testing Lab Occupancy of Floors 2-5 (Phase 2) Time Period In Out Comment In Out Comment In Out Comment In Out Comment In Out Total Hour In Out Total 12:00 - 1:00 AM 0 0 2 2 0 0 0 0 2 2 4 12:00-1:00 AM 2 2 4 1:00 - 2:00 0 0 2 2 0 0 0 0 2 2 4 1:00-2:00 AM 2 2 4 2:00 - 3:00 0 0 2 2 0 0 0 0 2 2 4 2:00-3:00 AM 2 2 4 3:00 - 4:00 0 0 2 2 0 0 0 0 2 2 4 3:00-4:00 AM 2 2 4 4:00 - 5:00 0 0 2 2 0 0 0 0 2 2 4 4:00-5:00 AM 2 2 4 5:00 - 6:00 0 0 2 2 0 0 0 0 2 2 4 5:00-6:00 AM 2 2 4 6:00 - 6:30 0 0 4 4 0 0 0 0 4 4 8 6:00-7:00 AM 333 8 341 6:30 - 7:00 325 0 shift 1 enter 4 4 0 0 0 0 329 4 333 6:30-7:30 AM 333 8 341 7:00 - 7:30 0 0 4 4 0 0 0 0 4 4 8 7:00-8:00 AM 8 108 116 7:30 - 8:00 0 100 shift 3 exit 4 4 0 0 0 0 4 104 108 7:30-8:30 AM 8 108 116 8:00 - 8:30 0 0 4 4 0 0 0 0 4 4 8 8:00-9:00 AM 9 9 18 8:30 - 9:00 0 0 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 5 5 10 8:30-9:30 AM 9 9 18 9:00 - 9:30 0 0 4 4 0 0 0 0 4 4 8 9:00-10:00 AM 8 8 16 9:30 - 10:00 0 0 4 4 0 0 0 0 4 4 8 9:30-10:30 AM 11 8 19 10:00 - 10:30 3 0 4 4 0 0 0 0 7 4 11 10:00-11:00 AM 11 8 19 10:30 - 11:00 0 0 4 4 0 0 0 0 4 4 8 10:30-11:30 AM 8 8 16 11:00 - 11:30 0 0 4 4 0 0 0 0 4 4 8 11:00-12:00 PM 10 10 20 11:30 - Noon 2 2 4 4 0 0 0 0 6 6 12 11:30-12:30 PM 13 13 26 12:00 - 12:30 PM 2 2 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 7 7 14 12:00-1:00 PM 11 11 22 12:30 - 1:00 0 0 4 4 0 0 0 0 4 4 8 12:30-1:30 PM 8 8 16 1:00 - 1:30 0 0 4 4 0 0 0 0 4 4 8 1:00-2:00 PM 9 9 18 1:30 - 2:00 0 0 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 5 5 10 1:30-2:30 PM 10 12 22 2:00 - 2:30 0 3 4 4 1 0 Waste Pickup Enter 0 0 5 7 12 2:00-3:00 PM 184 12 196 2:30 - 3:00 175 0 shift 2 enter 4 4 0 1 Waste Pickup Exit 0 0 179 5 184 2:30-3:30 PM 183 9 192 3:00 - 3:30 0 0 4 4 0 0 0 0 4 4 8 3:00-4:00 PM 9 334 343 3:30 - 4:00 0 325 shift 1 exit 4 4 1 1 Supply Delivery 0 0 5 330 335 3:30-4:30 PM 9 334 343 4:00 - 4:30 0 0 4 4 0 0 0 0 4 4 8 4:00-5:00 PM 8 8 16 4:30 - 5:00 0 0 4 4 0 0 0 0 4 4 8 4:30-5:30 PM 9 9 18 5:00 - 5:30 1 1 4 4 0 0 0 0 5 5 10 5:00-6:00 PM 10 10 20 5:30 - 6:00 1 1 4 4 0 0 0 0 5 5 10 5:30-6:30 PM 9 9 18 6:00 - 6:30 0 0 4 4 0 0 0 0 4 4 8 6:00-7:00 PM 8 8 16 6:30 - 7:00 0 0 4 4 0 0 0 0 4 4 8 7:00 - 8:00 0 0 3 3 0 0 0 0 3 3 6 7:00 -8:00 PM 3 3 6 8:00 - 9:00 0 0 3 3 0 0 0 0 3 3 6 8:00-9:00 PM 3 3 6 9:00 - 10:00 0 0 3 3 0 0 0 0 3 3 6 9:00-10:00 PM 3 3 6 10:00 - 11:00 100 0 shift 3 enter 3 3 0 0 0 0 103 3 106 10:00-11:00 PM 103 3 106 11:00 - 12:00 0 175 shift 2 exit 3 3 0 0 0 0 3 178 181 11:00 PM - 12:00 AM 3 178 181 TOTAL TRIPS 609 609 131 131 2 2 3 3 745 745 1,490 TRIP GENERATION SUMMARY In Out Total Daily Trip Generation 745 745 1,490 AM Peak Hour 8 108 116 7:00 - 8:00 AM PM Peak Hour 10 10 20 5:00 - 6:00 PM Hourly Trip TotalsEmployee Trips Specimen Delivery/Pickup Trips Waste Pickup/Supply Delivery Other Trips (Mail, UPS, etc) Trip Totals 5/9/2023 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 UW Medical Testing Lab (Renton) 1602 Raymond Ave SW Average Weekday Trip Generation Forecasts Time Period In Out Comment In Out Total Hour In Out Total 12:00 - 1:00 AM 0 0 0 0 0 12:00-1:00 AM 0 0 0 1:00 - 2:00 0 0 0 0 0 1:00-2:00 AM 0 0 0 2:00 - 3:00 0 0 0 0 0 2:00-3:00 AM 0 0 0 3:00 - 4:00 0 0 0 0 0 3:00-4:00 AM 0 0 0 4:00 - 5:00 0 0 0 0 0 4:00-5:00 AM 0 0 0 5:00 - 6:00 0 0 0 0 0 5:00-6:00 AM 0 0 0 6:00 - 6:30 0 0 0 0 0 6:00-7:00 AM 4 0 4 6:30 - 7:00 4 0 shift 1 enter 4 0 4 6:30-7:30 AM 4 0 4 7:00 - 7:30 0 0 0 0 0 7:00-8:00 AM 0 4 4 7:30 - 8:00 0 4 shift 3 exit 0 4 4 7:30-8:30 AM 0 4 4 8:00 - 8:30 0 0 0 0 0 8:00-9:00 AM 0 0 0 8:30 - 9:00 0 0 0 0 0 8:30-9:30 AM 1 1 2 9:00 - 9:30 1 1 1 1 2 9:00-10:00 AM 1 1 2 9:30 - 10:00 0 0 0 0 0 9:30-10:30 AM 0 0 0 10:00 - 10:30 0 0 0 0 0 10:00-11:00 AM 0 0 0 10:30 - 11:00 0 0 0 0 0 10:30-11:30 AM 0 0 0 11:00 - 11:30 0 0 0 0 0 11:00-12:00 PM 0 0 0 11:30 - Noon 0 0 0 0 0 11:30-12:30 PM 0 0 0 12:00 - 12:30 PM 0 0 0 0 0 12:00-1:00 PM 0 0 0 12:30 - 1:00 0 0 0 0 0 12:30-1:30 PM 0 0 0 1:00 - 1:30 0 0 0 0 0 1:00-2:00 PM 0 0 0 1:30 - 2:00 0 0 0 0 0 1:30-2:30 PM 0 0 0 2:00 - 2:30 0 0 0 0 0 2:00-3:00 PM 4 0 4 2:30 - 3:00 4 0 shift 2 enter 4 0 4 2:30-3:30 PM 4 0 4 3:00 - 3:30 0 0 0 0 0 3:00-4:00 PM 0 4 4 3:30 - 4:00 0 4 shift 1 exit 0 4 4 3:30-4:30 PM 0 4 4 4:00 - 4:30 0 0 0 0 0 4:00-5:00 PM 0 0 0 4:30 - 5:00 0 0 0 0 0 4:30-5:30 PM 0 0 0 5:00 - 5:30 0 0 0 0 0 5:00-6:00 PM 0 0 0 5:30 - 6:00 0 0 0 0 0 5:30-6:30 PM 0 0 0 6:00 - 6:30 0 0 0 0 0 6:00-7:00 PM 0 0 0 6:30 - 7:00 0 0 0 0 0 7:00 - 8:00 0 0 0 0 0 7:00 -8:00 PM 0 0 0 8:00 - 9:00 0 0 0 0 0 8:00-9:00 PM 0 0 0 9:00 - 10:00 0 0 0 0 0 9:00-10:00 PM 0 0 0 10:00 - 11:00 4 0 shift 3 enter 4 0 4 10:00-11:00 PM 4 0 4 11:00 - 12:00 0 4 shift 2 exit 0 4 4 11:00 PM - 12:00 AM 0 4 4 TOTAL TRIPS 13 13 13 13 26 TRIP GENERATION SUMMARY In Out Total Daily Trip Generation 13 13 26 AM Peak Hour 0 4 4 7:00 - 8:00 AM PM Peak Hour 0 0 0 5:00 - 6:00 PM Hourly Trip TotalsEmployee Trips Trip Totals 5/9/2023 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11 UW Medical Testing Lab (Renton) 1601 Lind Ave SW & 1602 Raymond Ave SW Average Weekday Trip Generation Forecasts - New Trips Associated with Medical Testing Lab Occupancy of Floors 2-5 (Phase 2) at 1601 Lind & Occupancy of 1602 Raymond Ave SW Time Period In Out Comment In Out Comment In Out Comment In Out Comment In Out Total Hour In Out Total 12:00 - 1:00 AM 0 0 2 2 0 0 0 0 2 2 4 12:00-1:00 AM 2 2 4 1:00 - 2:00 0 0 2 2 0 0 0 0 2 2 4 1:00-2:00 AM 2 2 4 2:00 - 3:00 0 0 2 2 0 0 0 0 2 2 4 2:00-3:00 AM 2 2 4 3:00 - 4:00 0 0 2 2 0 0 0 0 2 2 4 3:00-4:00 AM 2 2 4 4:00 - 5:00 0 0 2 2 0 0 0 0 2 2 4 4:00-5:00 AM 2 2 4 5:00 - 6:00 0 0 2 2 0 0 0 0 2 2 4 5:00-6:00 AM 2 2 4 6:00 - 6:30 0 0 4 4 0 0 0 0 4 4 8 6:00-7:00 AM 337 8 345 6:30 - 7:00 329 0 shift 1 enter 4 4 0 0 0 0 333 4 337 6:30-7:30 AM 337 8 345 7:00 - 7:30 0 0 4 4 0 0 0 0 4 4 8 7:00-8:00 AM 8 112 120 7:30 - 8:00 0 104 shift 3 exit 4 4 0 0 0 0 4 108 112 7:30-8:30 AM 8 112 120 8:00 - 8:30 0 0 4 4 0 0 0 0 4 4 8 8:00-9:00 AM 9 9 18 8:30 - 9:00 0 0 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 5 5 10 8:30-9:30 AM 10 10 20 9:00 - 9:30 1 1 4 4 0 0 0 0 5 5 10 9:00-10:00 AM 9 9 18 9:30 - 10:00 0 0 4 4 0 0 0 0 4 4 8 9:30-10:30 AM 11 8 19 10:00 - 10:30 3 0 4 4 0 0 0 0 7 4 11 10:00-11:00 AM 11 8 19 10:30 - 11:00 0 0 4 4 0 0 0 0 4 4 8 10:30-11:30 AM 8 8 16 11:00 - 11:30 0 0 4 4 0 0 0 0 4 4 8 11:00-12:00 PM 10 10 20 11:30 - Noon 2 2 4 4 0 0 0 0 6 6 12 11:30-12:30 PM 13 13 26 12:00 - 12:30 PM 2 2 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 7 7 14 12:00-1:00 PM 11 11 22 12:30 - 1:00 0 0 4 4 0 0 0 0 4 4 8 12:30-1:30 PM 8 8 16 1:00 - 1:30 0 0 4 4 0 0 0 0 4 4 8 1:00-2:00 PM 9 9 18 1:30 - 2:00 0 0 4 4 0 0 1 1 FedEx-UPS Delivery/Pickup 5 5 10 1:30-2:30 PM 10 12 22 2:00 - 2:30 0 3 4 4 1 0 Waste Pickup Enter 0 0 5 7 12 2:00-3:00 PM 188 12 200 2:30 - 3:00 179 0 shift 2 enter 4 4 0 1 Waste Pickup Exit 0 0 183 5 188 2:30-3:30 PM 187 9 196 3:00 - 3:30 0 0 4 4 0 0 0 0 4 4 8 3:00-4:00 PM 9 338 347 3:30 - 4:00 0 329 shift 1 exit 4 4 1 1 Supply Delivery 0 0 5 334 339 3:30-4:30 PM 9 338 347 4:00 - 4:30 0 0 4 4 0 0 0 0 4 4 8 4:00-5:00 PM 8 8 16 4:30 - 5:00 0 0 4 4 0 0 0 0 4 4 8 4:30-5:30 PM 9 9 18 5:00 - 5:30 1 1 4 4 0 0 0 0 5 5 10 5:00-6:00 PM 10 10 20 5:30 - 6:00 1 1 4 4 0 0 0 0 5 5 10 5:30-6:30 PM 9 9 18 6:00 - 6:30 0 0 4 4 0 0 0 0 4 4 8 6:00-7:00 PM 8 8 16 6:30 - 7:00 0 0 4 4 0 0 0 0 4 4 8 7:00 - 8:00 0 0 3 3 0 0 0 0 3 3 6 7:00 -8:00 PM 3 3 6 8:00 - 9:00 0 0 3 3 0 0 0 0 3 3 6 8:00-9:00 PM 3 3 6 9:00 - 10:00 0 0 3 3 0 0 0 0 3 3 6 9:00-10:00 PM 3 3 6 10:00 - 11:00 104 0 shift 3 enter 3 3 0 0 0 0 107 3 110 10:00-11:00 PM 107 3 110 11:00 - 12:00 0 179 shift 2 exit 3 3 0 0 0 0 3 182 185 11:00 PM - 12:00 AM 3 182 185 TOTAL TRIPS 622 622 131 131 2 2 3 3 758 758 1,516 TRIP GENERATION SUMMARY In Out Total Daily Trip Generation 758 758 1,516 AM Peak Hour 8 112 120 7:00 - 8:00 AM PM Peak Hour 10 10 20 5:00 - 6:00 PM Hourly Trip TotalsEmployee Trips Specimen Delivery/Pickup Trips Waste Pickup/Supply Delivery Other Trips (Mail, UPS, etc) Trip Totals 5/9/2023 DocuSign Envelope ID: 05F46813-3C21-46CD-8D74-95403BA85B11