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RS_Traffic Impact Analysis_SWA Amazon_210920_v3.pdf
nv5.com TRAFFIC IMPACT ANALYSIS FOR 1905 RAYMOND AVENUE SW DISTRIBUTION FACILITY DATE: September 3, 2021 LOCATION: Renton, Washington PREPARED BY: NV5 Engineers and Consultants, Inc. Contact: James Miller, PE James.Miller@NV5.com Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA EXECUTIVE SUMMARY This study was prepared in accordance with the City of Renton’s Policy Guidelines for Traffic Impact Analysis for New Development. It evaluates the traffic impacts associated with a proposed e-commerce distribution facility located in Renton, Washington. The study area, scope, specific analysis parameters and requirements are the result of coordination with City of Renton Planning Division staff, the “On Hold” Notice #2 dated August 16, 2021, and review of the surrounding area. The study’s principal findings and recommendations are summarized below. Proposed Development The distribution facility is proposed to occupy an existing 114,850 square foot building located at 1905 Raymond Avenue SW, southwest of Raymond Avenue and SW 19th Street in Renton, Washington. The proposed development is to be constructed in 2021 and will operate at limited capacity for a two to three-year period and will be at full capacity by 2024. Due to the short duration of buildout, an interim evaluation was not performed. To prepare a conservative analysis, 2025 was taken as the Horizon Year. The proposed development is estimated to generate 3,129 daily trips, 341 AM peak hour trips (171 entering, 170 exiting) from 7:00 – 8:00 AM, and 180 PM peak hour trips (102 entering, 78 exiting) from 4:00 – 5:00 PM. Primary access to the site will be provided via a single existing access driveway located just southwest of the intersection of Raymond Avenue and 19th Street. Proposed Mitigation for 2025 Horizon Year Build Traffic The intersection of Raymond Avenue and 19th Street is expected to perform at LOS A but has safety concerns. The westbound approach of 19th Street is currently only 15 feet wide and will need to be widened to safely accommodate traffic and additional advanced warning signage is recommended. There is currently a stop sign only on the northbound site driveway approach. This could potentially lead to confusion regarding right-of-way. Additionally, measures to improve sight distance such as trimming shrubbery/vegetation in the immediate vicinity of the intersection should be completed. - Lind Avenue SW and SW 19th Street o Roundabout - Raymond Avenue SW and SW 16th Street o Roundabout - Oakesdale Avenue SW and SW Grady Way o Eastbound right turn lane - Oakesdale Avenue SW and SW 16th Street o Amend lane geometry Change EB L & EB T+R to EB L+T & EB R Change WB L & WB T+R to WB L+T & WB R o Amend signal phasing Change eastbound and westbound phasing to permissive only Add westbound right turn overlap phase with southbound left turn phase Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA TABLE OF CONTENTS 1.0 PROPOSED DEVELOPMENT ................................................................................................ 1 1.1 PROJECT DESCRIPTION ............................................................................................................... 1 1.2 STUDY APPROACH ........................................................................................................................ 2 1.3 STUDY PERIOD ............................................................................................................................. 3 1.4 SITE PLAN ..................................................................................................................................... 3 2.0 EXISTING CONDITIONS ....................................................................................................... 4 2.1 ROADWAY NETWORKS ................................................................................................................. 4 2.2 TRANSIT SERVICE ......................................................................................................................... 7 2.3 BICYCLE AND PEDESTRIAN FACILITIES ....................................................................................... 7 2.4 CRASH INFORMATION .................................................................................................................. 7 2.5 TRAFFIC VOLUMES ....................................................................................................................... 7 2.6 2021 EXISTING INTERSECTIONS ANALYSIS ............................................................................... 9 3.0 2025 HORIZON YEAR NO-BUILD CONDITIONS................................................................ 12 3.1 ROADWAY NETWORKS .............................................................................................................. 12 3.2 TRAFFIC VOLUMES .................................................................................................................... 12 3.3 2025 HORIZON YEAR NO-BUILD INTERSECTIONS ANALYSIS ................................................ 14 4.0 ANALYSIS OF 2025 HORIZON YEAR BUILD CONDITIONS ............................................... 17 4.1 TRIP GENERATION ..................................................................................................................... 17 4.2 TRIP DISTRIBUTION AND ASSIGNMENT ................................................................................... 17 4.3 SITE PLUS BACKGROUND (BUILD) TRAFFIC ............................................................................ 20 4.4 2025 HORIZION YEAR BUILD INTERSECTIONS ANALYSIS ...................................................... 22 4.5 SIGNAL WARRANT ANALYSIS .................................................................................................... 25 4.6 PROPOSED MITIGATION ............................................................................................................ 25 4.7 I-405 RAMP ANALYSIS .............................................................................................................. 28 5.0 SUMMARY OF RESULTS .................................................................................................... 29 5.1 EXISTING TRAFFIC CONDITIONS ............................................................................................... 29 5.2 2025 HORIZON YEAR NO-BUILD TRAFFIC CONDITIONS ......................................................... 29 5.3 2025 HORIZON YEAR BUILD CONDITIONS .............................................................................. 29 APPENDIX A – SITE PLAN............................................................................................................... A APPENDIX B – CRASH DATA .......................................................................................................... B APPENDIX C – TRAFFIC COUNT DATA ........................................................................................... C APPENDIX D – CAPACITY ANALYSIS PRINTOUTS ......................................................................... D APPENDIX E – TRIP GENERATION DATA ....................................................................................... E APPENDIX F – SIGNAL WARRANT ANALYSIS ................................................................................ F Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA LIST OF FIGURES Figure 1 – Site Location .............................................................................................................................. 1 Figure 2 – Aerial Site Location .................................................................................................................... 2 Figure 3 – Study Intersections Map ............................................................................................................ 5 Figure 4 – Existing Traffic Control and Lane Configurations ..................................................................... 6 Figure 5 – Existing (2021) Traffic Volumes ................................................................................................ 8 Figure 6 – 2025 Horizon Year No-Build Volumes ................................................................................... 13 Figure 7 – Site Trip Distribution Percentages ......................................................................................... 18 Figure 8 – Project Site Trips ..................................................................................................................... 19 Figure 9 – 2025 Horizon Year Build Traffic Volumes ............................................................................. 21 LIST OF TABLES Table 1 – Study Area Roadways.................................................................................................................. 4 Table 2 – Crash Information Within Vicinity of Proposed Site .................................................................. 7 Table 3 – Intersection Traffic Operations – Existing (2021) Traffic – Intersections 1-11 ................... 10 Table 4 – Intersection Traffic Operations – Existing (2021) Traffic – Intersections 12-23 ................. 11 Table 5 – Intersection Traffic Operations – 2025 No-Build Traffic – Intersections 1-11 .................... 15 Table 6 – Intersection Traffic Operations – 2025 No-Build Traffic – Intersections 12-23 .................. 16 Table 7 – Trip Generation Summary ........................................................................................................ 17 Table 8 – Intersection Traffic Operations – 2025 Horizon Year Build Traffic – Intersections 1-11 .... 23 Table 9 – Intersection Traffic Operations – 2025 Horizon Year Build Traffic – Intersections 12-23 . 24 Table 10 – Signal Warrant Analysis – 2025 Build Conditions Lind Avenue SW and SW 19th Street .. 25 Table 11 – Mitigated Intersection Traffic Operations – 2025 Horizon Year Build Traffic .................... 27 Table 12 – 95th Percentile Queue Lengths – SW Grady Way/S Grady Way and Rainier Avenue S ... 28 1 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 1.0 PROPOSED DEVELOPMENT 1.1 PROJECT DESCRIPTION The e-commerce distribution facility is a proposed development at an existing building located at 1905 Raymond Avenue SW in Renton, Washington. Primary access to the site will be provided via the current driveway, southwest of the intersection SW 19th Street and Raymond Avenue SW. The existing site is zoned Light Industrial District (IL). The project area is shown in Figure 1. Figure 2 shows an aerial view of the site location. Figure 1 – Site Location 2 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Figure 2 – Aerial Site Location 1.2 STUDY APPROACH This study was prepared in accordance with the City of Renton’s Policy Guidelines for Traffic Impact Analysis for New Development. It evaluates the traffic impacts associated with the proposed distribution facility in Renton, Washington. The study area, scope and specific analysis parameters and requirements are the result of coordination with the City of Renton Planning Division staff, the “On Hold” Notice #2 dated August 16, 2021, and review of the surrounding area. The following intersections were reviewed for purposes of this TIS: 1. Raymond Avenue SW and SW 19th Street and Site Driveway 2. Lind Avenue SW and SW 19th Street 3. Lind Avenue SW and SW 16th Street 4. Raymond Avenue SW and SW 16th Street 5. Oakesdale Avenue SW and SW Grady Way 6. SW Grady Way and Powell Ave SW 7. SW Grady Way and Lind Avenue SW 8. SW Grady Way and Longacres Drive SW 9. WA-181/Interurban Avenue S and SW Grady Way/Southcenter Boulevard 10. Interurban Avenue S and Fort Dent Way/I-405 Westbound ramps 11. WA-181/West Valley Highway and S 156th Street/I-405 Eastbound off-ramp 12. SW Grady Way and Maple Avenue SW 13. WA-167/Rainier Avenue S and SW Grady Way/S Grady Way 14. WA-167 and I-405 Westbound ramps 15. WA-167 and I-405 Eastbound ramps 16. Lind Avenue SW and SW 27th Street 17. Lind Avenue SW and SW 34th Street 18. Lind Avenue SW and SW 41st Street 19. East Valley Road and SW 41st Street/WA-167 Southbound ramps 20. SW 43rd Street/South 180th Street and WA-167 Northbound ramps 21. SW 43rd Street/South 180th Street and East Valley Road/East Valley Highway 22. SW 43rd Street/South 180th Street and Lind Avenue SW/88th Ave S 23. Oakesdale Avenue SW and SW 16th Street 3 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 1.3 STUDY PERIOD Buildout of the distribution facility is to occur over a two- to three-year period and completed by the year 2024. As the buildout period is less than five years, 2025 was selected as a conservative buildout (Horizon) year. Due to the short duration of buildout, an interim evaluation was not performed. The study periods will include: 2021 Existing 2025 Horizon Year No-Build 2025 Horizon Year Build The following time intervals will be evaluated: Site Weekday AM Peak Hour, 7:00-8:00 AM Site Weekday PM Peak Hour, 4:00-5:00 PM 1.4 SITE PLAN The proposed facility will be accommodated by an existing building. Further internal improvements are also expected to be completed. The full improvement plan can be found in Appendix A. There will not be any changes to the external configuration and driveway access. There is an existing full access driveway just southwest of the SW 19th Street and Raymond Avenue intersection. 4 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 2.0 EXISTING CONDITIONS 2.1 ROADWAY NETWORKS Table 1 summarizes the characteristics of the roadway segments within the study area. Figure 3 shows the study intersections numbered throughout the study area, and Figure 4 illustrates the existing lane configurations and traffic control conditions. Table 1 – Study Area Roadways Roadway Functional Classification Posted Speed (mph) Lanes (total) Raymond Avenue Local Road Not posted 3 SW 19th Street Local Road Not posted 2/3 Lind Avenue SW Minor Arterial 35 4/5 SW 16th Street Major Collector 35 3 SW Grady Way Principal Arterial 35 5 Oakesdale Ave SW Minor Arterial 35 5 Interurban Avenue S/ WA-181/W Valley Hwy Principal Arterial 40 6 WA-167/Rainier Avenue S Principal Arterial 35 6 Functional Classification noted in accordance with the WSDOT Functional classification map. SW Grady Way is included in the City of Renton’s designated truck routes. When trucks leave this route, they are required to take the most direct route to their destination. There are no other truck restrictions in the project area. The City of Renton, partnered with the State of Washington, has implemented a Transportation Demand Management Program. The commute trip reduction laws require an employer with 100 or more regular employees who arrive to work weekdays between 6 am and 9 am to have transportation benefit programs to encourage non-single-occupant-vehicle options. 5 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Figure 3 – Study Intersections Map 6 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Figure 4 – Existing Traffic Control and Lane Configurations 7 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 2.2 TRANSIT SERVICE Transit in the surrounding area is provided by King County Metro. Metro Transit F Line has a stop at Lind Avenue and SW 16th Street running every 15 minutes. Metro Route 153 has stops along Lind Avenue at SW 21st Street and at SW 16th Street and runs every 20-30 minutes throughout the day. 2.3 BICYCLE AND PEDESTRIAN FACILITIES Sidewalks are available along either side of Raymond Avenue SW and Lind Avenue SW and along the south side of SW 16th Street and SW 19th Street. No designated bicycle facilities are in the area. 2.4 CRASH INFORMATION An observation of recent crash data within the past five full available years (2016-2020) was undertaken to determine whether there are existing issues regarding safety near the proposed site. The area observed was within the Raymond Avenue SW/SW 16th Street/SW 19th Street/Lind Avenue SW “square”. Table 2 shows the number of crashes and severity during the five-year period. Only 44% of crashes resulted in a situation where there may be a possible injury. The remaining 56% of crashes were Property Damage Only (PDO), and there were no fatalities. The raw crash data collected from Washington State Department of Transportation (WSDOT) is contained in Appendix B. Table 2 – Crash Information Within Vicinity of Proposed Site 2.5 TRAFFIC VOLUMES Due to the ongoing COVID-19 pandemic, new traffic counts were not obtained. Various intersection traffic counts were provided by the City. However, the years collected varied, and several were not recent. Current turning movement counts (TMC) were obtained by StreetLight Data, Inc. These Intersection TMC were collected from 2019 to capture pre-pandemic traffic patterns. An annual growth rate of 3% was applied to the data to estimate 2021 expected volumes. Figure 5 illustrates 2021 intersection TMC at the study intersections shown in Figure 3. Detailed count summaries are also included in Appendix C. No Apparent Injuries (PDO) Possible Injuries Fatalities 2016 1 2 0 2 0 2017 3 6 2 4 0 2018 5 14 8 6 0 2019 4 10 8 2 0 2020 2 4 2 2 0 Total 15 36 20 16 0 Percent (%) All Crashes Average/Year 3 7.2 4 3.2 0 Year Total Crashes 100% 56% 44% 0.0% Total Users Involved 100% Crash Severity 8 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Figure 5 – Existing (2021) Traffic Volumes 9 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 2.6 2021 EXISTING INTERSECTIONS ANALYSIS Intersection Level of Service (LOS) analysis was evaluated using Synchro 11 software developed in accordance with the Highway Capacity Manual HCM 6th edition. The intersections within the study area were evaluated under optimized signal timings, existing traffic control and lane configurations, and peak hour volumes as shown in Figure 5. Synchro reports are included in Appendix D. The results of this analysis are summarized in Tables 3 and 4. The following intersections operate with an approach or overall LOS below D during at least one peak hour: Lind Avenue SW & SW 19th Street Raymond Avenue SW & SW 16th Street Oakesdale Avenue SW & SW Grady Way SW Grady Way & Lind Avenue SW SW Grady Way & Longacres Drive SW WA-181/Interurban Avenue S & SW Grady Way/Southcenter Boulevard Interurban Avenue S & Fort Dent Way/I-405 westbound ramps WA-181/W Valley Highway & S 156th Street/I-405 eastbound ramps SW Grady Way & Maple Avenue SW WA-167/Rainier Avenue S & SW Grady Way/S Grady Way Lind Avenue SW & SW 34th Street Lind Avenue SW & SW 41st Street E Valley Road & SW 41st Street/WA-167 southbound ramps SW 43rd Street/S 180th Street & WA-167 northbound ramps SW 43rd Street/S 180th Street & E Valley Road/E Valley Highway SW 43rd Street/S 180th Street & Lind Avenue SW/88th Avenue S 10 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Table 3 – Intersection Traffic Operations – Existing (2021) Traffic – Intersections 1-11 LOSDelayLOSDelay 1 Raymond Ave SW & SW 19th St & Site Driveway Side Street Stop Control NB A8.7A0.0 EB L D 32.4 F 263.2 EB T+R C 19.9 B 13.3 WB L C 22.8 E 42.1 WB T+R C 20.5 C 16.1 NB L A 9.3 A 8.8 SB L A 8.4 A 9.4 Overall C 23.1 D 38.1 EB C 29.2 E 69.0 WB D 45.2 D 46.6 NB B 12.7 B 19.2 SB B 15.2 C 23.0 EB L A 8.1 A 8.4 WB L A 8.7 A 9.7 NB L+T+R C 21.1 F 70.8 SB L+T+R C 17.9 D 33.7 Overall F 123.4 F 260.5 EB F 85.7 F >300 WB F 131.0 E 75.6 NB F 126.2 F 255.2 SB F 217.9 F >300 Overall D 38.8 B 14.3 EB A4.2A3.4 WB E 61.2 A 4.0 NB F 95.1 F 93.2 SB F 95.0 F 117.4 Overall D 43.8 F 163.8 EB F 95.7 F 222.0 WB B 15.3 F 150.1 NB E 66.7 D 45.9 SB E 70.8 D 46.9 EB L F 80.5 C 20.8 SB L A 0.0 F >300 SB R B 13.5 F >300 Overall E 75.0 F 217.6 EB E 65.3 F 225.2 WB F 157.8 F 194.3 NB B 18.3 F 159.2 SB C 30.2 F 283.6 Overall D 52.1 F 123.0 EB E 69.5 F 1170.0 WB D 43.3 F 96.6 NB E 66.2 F 179.0 SB D 49.7 F 166.2 Overall F 165.6 F 196.1 EB F 200.4 F 86.6 WB E 79.4 F 102.1 NB F 215.8 E 77.8 SB A 6.6 F >300 ID Intersection Control Movement AM PM 3 Lind Ave SW & SW 16th St Traffic Signal 2 Lind Ave SW & SW 19th St Side Street Stop Control 10 Interurban Ave S & Fort Dent Way/I-405 WB ramps Traffic Signal 11 WA-181/W Valley Hwy & S 156th St/I-405 EB off-ramp Traffic Signal 4 Raymond Ave SW & SW 16th St Side Street Stop Control 5 Oakesdale Ave SW & SW Grady Way Traffic Signal 6 SW Grady Way & Powell Ave SW Traffic Signal 7 SW Grady Way & Lind Ave SW Traffic Signal 8 SW Grady Way & Longacres Dr SW Side Street Stop Control 9 WA-181/Interurban Ave S & SW Grady Way/Southcenter Blvd Traffic Signal 11 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Table 4 – Intersection Traffic Operations – Existing (2021) Traffic – Intersections 12-23 LOS Delay LOS Delay EB L C 16.4 C 20.0 WB L C 20.3 C 174.6 NB L+T+R F >300 A 0.0 SB L A 0.0 A 0.0 SB T+R F 3.8 C 20.2 Overall F 160.4 F 297.7 EB F 297.6 F >300 WB F 202.2 F 234.3 NB F 85.5 F 155.6 SB F 129.3 F 201.1 Overall B 12.4 B 17.0 EB D 37.7 C 32.8 WB D 35.8 C 32.3 NB A 5.3 A 8.4 SB A 4.1 A 9.8 EB L F 56.8 F >300 EB T+R C 21.2 F 206.6 WB L F 119.6 F 70.7 WB T+R F >300 E 44.6 NB L A 8.2 B 10.7 SB L B 10.4 A 8.7 Overall B 18.0 E 56.2 EB D 47.7 F 85.4 WB D 45.4 D 35.4 NB A 9.3 D 42.9 SB B 13.3 D 45.6 Overall C 24.7 F 133.0 EB C 29.3 E 58.3 WB D 36.3 F >300 NB B 14.3 B 18.5 SB C 20.6 E 76.1 Overall E 65.3 D 41.3 EB D 44.9 A 8.6 WB E 69.2 E 64.0 NB E 68.4 F 96.3 Overall D 44.3 F 142.5 EB E 64.8 F 81.2 WB C 26.0 D 38.3 NB E 79.5 F >300 SB F 89.8 F 143.0 Overall F 185.5 C 29.8 EB F >300 D 37.4 WB E 73.3 A 1.9 NB F 95.9 F 80.3 SB E 79.9 D 49.5 Overall C 26.7 D 52.9 EB C 32.4 D 41.9 WB E 57.3 F 172.5 NB C 25.7 D 36.9 SB B 15.5 B 17.7 ID Intersection Control Movement AM PM 16 Lind Ave SW & SW 27th St Traffic Signal 20 SW 43rd St/S 180th St & WA-167 NB ramps Traffic Signal 19 E Valley Rd & SW 41st St/WA-167 SB ramps Traffic Signal 18 Lind Ave SW & SW 41st St Traffic Signal 23 Oakesdale Ave SW & SW 16th St Stop-Control 12 SW Grady Way & Maple Ave SW Side Street Stop Control 13 WA-167/Rainier Ave S & SW Grady Way/S Grady Way Traffic Signal 22 SW 43rd St/S 180th St & Lind Ave SW/88th Ave S Traffic Signal 21 SW 43rd St/S 180th St & E Valley Rd/E Valley Hwy Traffic Signal 17 Lind Ave SW & SW 34th St Side Street Stop Control 12 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 3.0 2025 HORIZON YEAR NO-BUILD CONDITIONS 3.1 ROADWAY NETWORKS The City of Renton Transportation Improvement Program (TIP) was reviewed for the purposes of the study. The currently adopted TIP identifies projects programmed from 2020 to 2025 Horizon Year. The TIP does not include any improvements within the study area. 3.2 TRAFFIC VOLUMES After review of the City of Renton Transportation Plan and similar Traffic Impact Analyses in the project area, an annual growth rate of 3% was assumed for future traffic volume growth. Figure 6 illustrates the resultant 2025 Horizon Year No-Build volumes at the study intersections shown in Figure 3 based on four years of growth applied to the Existing 2021 traffic volumes. 13 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Figure 6 – 2025 Horizon Year No-Build Volumes 14 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 3.3 2025 HORIZON YEAR NO-BUILD INTERSECTIONS ANALYSIS Each intersection in the study area was evaluated under the 2025 Horizon Year No-Build traffic volumes and the same existing optimized timings and existing traffic controls and lane configurations used for analysis of the 2021 Existing traffic volumes. Tables 5 and 6 summarize these results. Synchro 11 Reports are included in Appendix D. As expected, traffic conditions are expected to worsen across the corridor by the Horizon Year 2025. In addition to those intersections and movements operating inadequately during Existing Conditions, Oakesdale Avenue SW and SW 16th Street is expected to operate poorly by the Horizon Year 2025, with LOS below D during at least one peak hour. 15 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Table 5 – Intersection Traffic Operations – 2025 No-Build Traffic – Intersections 1-11 LOS Delay LOS Delay 1 Raymond Ave SW & SW 19th St & Site Driveway Side Street Stop Control NB A 8.7 A 0.0 EB L E 47.6 F >300 EB T+R C 23.4 C 15.3 WB L D 28.7 F 62.1 WB T+R D 27.4 C 19.2 NB L A 9.6 A 9.0 SB L A 8.6 A 9.9 Overall C 25.0 D 50.7 EB C 28.2 F 98.8 WB D 48.2 D 49.8 NB B 14.7 C 22.0 SB B 18.0 C 33.7 EB L A 8.2 A 8.6 WB L A 9.0 B 10.2 NB L+T+R D 25.6 F 153.2 SB L+T+R C 20.6 E 45.6 Overall F 162.0 F >300 EB F 110.6 F >300 WB F 174.3 F 117.5 NB F 171.0 F >300 SB F 276.0 F >300 Overall D 45.7 B 17.0 EB B 15.5 A 5.4 WB E 65.2 A 3.7 NB F 95.0 F 95.2 SB F 94.9 F 141.5 Overall E 58.6 F 210.6 EB F 123.1 F 291.7 WB C 27.4 F 171.2 NB E 67.9 D 46.9 SB E 71.7 D 48.1 EB L F 198.1 D 27.5 SB L A 0.0 F >300 SB R B 14.7 F >300 Overall F 82.0 F 279.0 EB E 67.6 F 285.3 WB F 165.0 F 248.1 NB C 29.0 F 206.1 SB C 33.9 F >300 Overall E 63.4 F 168.4 EB E 68.0 F 171.6 WB E 58.9 F 121.1 NB E 76.7 F 251.0 SB D 54.0 F 211.3 Overall F 220.3 F 271.9 EB F 267.7 F 94.4 WB F 81.2 F 105.1 NB F 289.3 F 154.4 SB A 7.6 F >300 9 WA-181/Interurban Ave S & SW Grady Way/Southcenter Blvd Traffic Signal 8 SW Grady Way & Longacres Dr SW Side Street Stop Control 7 SW Grady Way & Lind Ave SW Traffic Signal 6 SW Grady Way & Powell Ave SW Traffic Signal 5 Oakesdale Ave SW & SW Grady Way Traffic Signal 4 Raymond Ave SW & SW 16th St Side Street Stop Control 10 Interurban Ave S & Fort Dent Way/I-405 WB ramps Traffic Signal 11 WA-181/W Valley Hwy & S 156th St/I-405 EB off-ramp Traffic Signal 3 Lind Ave SW & SW 16th St Traffic Signal 2 Lind Ave SW & SW 19th St Side Street Stop Control ID PMIntersectionControlMovementAM 16 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA Table 6 – Intersection Traffic Operations – 2025 No-Build Traffic – Intersections 12-23 LOS Delay LOS Delay EB L C 20.2 D 30.0 WB L D 26.8 F >300 NB L+T+R A 0.0 A 0.0 SB L A 0.0 A 0.0 SB T+R F >300 D 2.8 Overall F 208.9 F >300 EB F >300 F >300 WB F 268.5 F 294.1 NB F 114.1 F 196.8 SB F 165.4 F 267.2 Overall B 12.9 B 18.0 EB D 36.9 C 31.6 WB C 34.8 C 31.0 NB A 6.2 B 10.1 SB A 4.7 B 12.0 EB L F 84.4 F >300 EB T+R D 28.6 F >300 WB L F >300 F 111.5 WB T+R F >300 F 69.3 NB L A 8.4 B 11.5 SB L B 11.1 A 9.0 Overall C 27.7 E 77.0 EB D 49.6 F 127.2 WB D 45.0 D 35.9 NB C 22.8 D 41.6 SB B 14.4 E 63.4 Overall C 27.9 F 180.6 EB C 28.5 F 98.9 WB D 36.6 F >300 NB B 18.6 C 22.3 SB C 31.6 F 140.9 Overall F 95.3 E 74.9 EB D 50.8 D 48.9 WB F 109.6 F 91.2 NB F 96.0 F 122.1 Overall E 79.5 F 190.7 EB E 71.6 F 135.5 WB E 68.1 D 48.9 NB F 99.0 F >300 SB F 124.7 F 204.7 Overall F 267.1 C 33.7 EB F >300 D 43.8 WB F 157.9 A 3.3 NB F 104.5 F 81.6 SB F 81.2 D 53.3 Overall C 33.5 E 74.9 EB C 32.7 D 50.2 WB F 80.8 F 230.8 NB C 31.4 E 67.4 SB B 17.2 C 23.6 17 Lind Ave SW & SW 34th St Side Street Stop Control 21 SW 43rd St/S 180th St & E Valley Rd/E Valley Hwy Traffic Signal 22 SW 43rd St/S 180th St & Lind Ave SW/88th Ave S Traffic Signal 13 WA-167/Rainier Ave S & SW Grady Way/S Grady Way Traffic Signal 12 SW Grady Way & Maple Ave SW Side Street Stop Control 23 Oakesdale Ave SW & SW 16th St Stop-Control 20 SW 43rd St/S 180th St & WA-167 NB ramps Traffic Signal 19 E Valley Rd & SW 41st St/WA-167 SB ramps Traffic Signal 18 Lind Ave SW & SW 41st St Traffic Signal 16 Lind Ave SW & SW 27th St Traffic Signal ID PMIntersectionControlMovementAM 17 Traffic Impact Analysis for Distribution Facility 1905 Raymond Ave SW Renton, WA 4.0 ANALYSIS OF 2025 HORIZON YEAR BUILD CONDITIONS 4.1 TRIP GENERATION The operations of this site are unique; therefore, owner-supplied trip generation data was provided from existing sites of similar size and operations. When compared to the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition, the user-provided trip generation data reflects a more conservative estimation of expected traffic. Table 7 provides a comparison of the ITE trip generation rates vs. the user-provided trip generation data. Table 7 – Trip Generation Summary Land Use ITE Code Size Period Total Trips Enter Exit Warehouse 150 114,850 Sq. Ft. Weekday 227 113 114 AM Site Peak 39 30 9 PM Site Peak 42 11 31 Delivery Station User Generated 114,850 Sq. Ft. Weekday 3,130 1,565 1,565 AM Peak 341 171 170 PM Peak 180 102 78 As indicated, the development will generate a total of 3,130 daily trips, 341 AM peak hour trips (171 entering, 170 exiting) from 7:00 – 8:00 AM, and 180 PM peak hour trips (102 entering, 78 exiting) from 4:00 – 5:00 PM. The detailed expected site traffic volumes can be found in Appendix E. 4.2 TRIP DISTRIBUTION AND ASSIGNMENT Site traffic was distributed in consideration of the proposed delivery area and the available transportation network. Most of the traffic is destined to and from I-5 to the west and SR-167 to the east. The following preliminary assumptions were made regarding this distribution: North I-5 25% South I-5 35% South Lind/SR-167 30% East I-405 10% The intersection of SW Grady Way and Powell Avenue SW was included in the original scope of the study; however, based on the City of Renton’s “On Hold” Notice #2 dated August 16, 2021, comment requesting amended trip distributions, the intersection of SW Grady Way and Powell Avenue SW is not expected to handle any site traffic, and therefore was not considered in the Build analysis. Figure 7 illustrates the resultant site traffic distribution percentage. Figure 8 illustrates the resultant project trips. 18 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA Figure 7 – Site Trip Distribution Percentages 19 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA Figure 8 – Project Site Trips 20 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA 4.3 SITE PLUS BACKGROUND (BUILD) TRAFFIC Site traffic was added to the 2025 Horizon Year No-Build volumes to produce the 2025 Horizon Year Build traffic conditions with the proposed development. Figure 9 illustrates the 2025 Horizon Year resultant traffic volumes for the AM and PM total traffic conditions. 21 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA Figure 9 – 2025 Horizon Year Build Traffic Volumes 22 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA 4.4 2025 HORIZION YEAR BUILD INTERSECTIONS ANALYSIS Each intersection in the study area was evaluated under the 2025 Horizon Year Build traffic conditions with existing optimized signal timings and existing traffic controls and lane configurations. Tables 8 and 9 summarize these results. No new intersections are expected to deteriorate from adequate LOS to inadequate LOS due to the addition of expected project traffic to the roadway network. Synchro 11 Reports are included in Appendix D. 23 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA Table 8 – Intersection Traffic Operations – 2025 Horizon Year Build Traffic – Intersections 1-11 LOS Delay LOS Delay 1 Raymond Ave SW & SW 19th St & Site Driveway Side Street Stop Control NB B 10.7 A 9.0 EB L F 269.0 F >300 EB T+R C 17.3 C 16.1 WB L E 45.6 F 78.0 WB T+R E 37.5 C 20.8 NB L B 10.0 A 9.2 SB L A 8.6 A 9.9 Overall C 24.9 D 51.1 EB C 28.2 F 98.8 WB D 48.2 D 49.8 NB B 14.9 C 22.4 SB B 18.4 D 35.9 EB L A 8.2 A 8.6 WB L A 9.5 B 10.5 NB L+T+R F 59.7 F >300 SB L+T+R C 22.8 E 49.1 Overall F 169.0 F >300 EB F 116.1 F >300 WB F 174.3 F 117.5 NB F 194.7 F >300 SB F 276.0 F >300 Overall E 60.6 F 212.3 EB F 123.1 F 291.7 WB C 30.9 F 195.9 NB E 67.9 D 46.9 SB E 71.7 D 48.1 EB L F 233.0 D 28.3 SB L A 0.0 F >300 SB R C 15.2 F >300 Overall F 104.9 F 283.0 EB E 67.5 F 285.3 WB F 200.0 F 250.5 NB E 61.8 F 229.7 SB C 34.1 F >300 Overall E 63.1 F 172.8 EB E 68.0 F 171.6 WB E 58.5 F 133.7 NB E 76.7 F 251.0 SB D 54.0 F 211.3 Overall F 237.2 F 272.8 EB F >300 F 112.3 WB F 81.2 F 105.1 NB F 289.3 F 154.4 SB A 7.6 F >300 9 WA-181/Interurban Ave S & SW Grady Way/Southcenter Blvd Traffic Signal 8 SW Grady Way & Longacres Dr SW Side Street Stop Control 7 SW Grady Way & Lind Ave SW Traffic Signal 5 Oakesdale Ave SW & SW Grady Way Traffic Signal 4 Raymond Ave SW & SW 16th St Side Street Stop Control 10 Interurban Ave S & Fort Dent Way/I-405 WB ramps Traffic Signal 11 WA-181/W Valley Hwy & S 156th St/I-405 EB off-ramp Traffic Signal Traffic Signal Side Street Stop Control Lind Ave SW & SW 16th St 2 Lind Ave SW & SW 19th St 3 Intersection Control Movement AM PMID 24 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA Table 9 – Intersection Traffic Operations – 2025 Horizon Year Build Traffic – Intersections 12-23 LOS Delay LOS Delay EB L C 20.6 D 30.7 WB L D 30.4 F >300 NB L+T+R A 0.0 A 0.0 SB L A 0.0 A 0.0 SB T+R F 6.9 D 26.3 Overall F 222.1 F >300 EB F >300 F >300 WB F 268.5 F 294.1 NB F 118.6 F 201.1 SB F 165.4 F 267.2 Overall B 12.6 B 18.0 EB D 36.9 C 31.6 WB C 34.8 C 31.0 NB A 6.5 B 10.2 SB A 4.8 B 12.2 EB L F 100.7 F >300 EB T+R D 33.2 F >300 WB L F >300 F 128.8 WB T+R F >300 F 81.0 NB L A 8.6 B 11.7 SB L B 11.4 A 9.1 Overall D 36.8 F 80.2 EB D 49.6 F 127.2 WB D 44.8 D 35.9 NB D 35.6 D 41.4 SB C 20.8 E 71.3 Overall C 29.8 F 183.3 EB C 28.0 F 111.1 WB D 36.9 F >300 NB C 21.4 C 22.3 SB D 37.8 F 140.9 Overall F 100.4 E 74.9 EB D 50.8 D 48.9 WB F 109.6 F 91.2 NB F 108.0 F 120.8 Overall F 85.1 F 189.9 EB E 71.6 F 135.5 WB E 76.8 D 48.4 NB F 99.0 F >300 SB F 124.7 F 204.7 Overall F 274.2 C 33.6 EB F >300 D 43.8 WB F 169.3 A 3.6 NB F 104.5 F 81.6 SB F 81.2 D 53.3 Overall E 55.6 F 88.1 EB C 32.7 D 50.2 WB F 143.5 F 266.1 NB D 40.1 E 67.4 SB C 34.7 D 37.7 17 Lind Ave SW & SW 34th St Side Street Stop Control 21 SW 43rd St/S 180th St & E Valley Rd/E Valley Hwy Traffic Signal 22 SW 43rd St/S 180th St & Lind Ave SW/88th Ave S Traffic Signal 13 WA-167/Rainier Ave S & SW Grady Way/S Grady Way Traffic Signal 12 SW Grady Way & Maple Ave SW Side Street Stop Control Traffic Signal E Valley Rd & SW 41st St/WA-167 SB ramps Traffic Signal Traffic Signal Traffic Signal 23 Oakesdale Ave SW & SW 16th St Stop-Control 20 SW 43rd St/S 180th St & WA-167 NB ramps 18 Lind Ave SW & SW 41st St 19 16 Lind Ave SW & SW 27th St Intersection Control Movement AM PMID 25 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA 4.5 SIGNAL WARRANT ANALYSIS Due to current and expected poor operations, traffic signal warrant analysis was performed at the intersection of Lind Avenue SW and SW 19th Street. This intersection currently experiences inadequate LOS and is expected to continue to experience inadequate LOS on both the eastbound and westbound approaches by the Horizon Year 2025 without the proposed development; however, as may be expected, the operations of this intersection are expected to deteriorate further with the proposed development traffic. Three applicable Warrants were employed via the Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition. Table 9 shows the results of the signal warrant analysis for the three warrants employed excluding right turning traffic from the side street including the expected traffic from the proposed development. Table 10 – Signal Warrant Analysis – 2025 Build Conditions Lind Avenue SW and SW 19th Street Status Warrants 1A 1B 2 3A 3B Hours Required 8 8 4 1 1 Hours Met 2 5 3 3 1 As can be seen in Table 9, a traffic signal at the intersection of Lind Avenue SW and SW 19th Street is not expected to meet either Warrant 1 or Warrant 2. Warrants 3A and 3B (Peak Hour Warrant) is expected to be met; however, this intersection does not fall within the true spirit of Warrant 3, which is more strongly intended for a consistent and reliable egress of traffic at a specific time of day, such as at a school driveway or office complex driveway. The signal warrant calculations are contained in Appendix F. 4.6 PROPOSED MITIGATION The intersection of Raymond Avenue and 19th Street is expected to perform at LOS A but has safety concerns. The westbound approach of 19th Street is currently only 15 feet wide and will need to be widened to safely accommodate traffic and additional advanced warning signage is recommended. There is currently a stop sign only on the northbound site driveway approach. This could potentially lead to confusion regarding right-of-way. Additionally, measures to improve sight distance such as trimming shrubbery/vegetation in the immediate vicinity of the intersection should be completed. The intersection of Lind Avenue SW and SW 19th Street was analyzed for signal warrants but is not expected to meet either Warrant 1 or Warrant 2. Therefore, Lind Avenue SW and SW 19th Street was analyzed as a roundabout with left+through and right approach geometry on all four approaches. A 26 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA roundabout may be expected to provide much improved LOS over the existing lane geometry and intersection control of a conventional side street stop. Raymond Avenue SW and SW 16th Street was analyzed as a roundabout with left+through and right approach geometry on the east-west mainline of SW 16th Street and left+through+right approach geometry on the northbound and southbound approaches. A roundabout may be expected to provide much improved LOS over the existing lane geometry and intersection control of a conventional side street stop. Oakesdale Avenue SW and SW Grady Way is already experiencing inadequate LOS in Existing Conditions. Therefore, improvements were analyzed that may improve the traffic movements related to the proposed site traffic. An eastbound right turn lane is proposed at Oakesdale Avenue SW and SW Grady Way. The overall intersection LOS and all four approach LOS are still expected to operate at LOS F, but the delays are generally expected to decrease. Oakesdale Avenue SW and SW 16th Street is currently operating adequately in Existing Conditions. In 2025 Horizon Year No-Build conditions, inadequate LOS E is expected during the PM peak hour, and in Build conditions without improvements, the intersection is expected to operate inadequately during both peak hours. Therefore, signal phasing modifications and potential intersection movement reassignment was explored to identify potential improvements at this intersection. It is proposed to amend the eastbound and westbound lane geometry from left and through+right to left+through and right, utilizing the existing two-way left turn lane (TWLTL). In addition, a westbound right turn overlap phase is proposed with the southbound left turn phase, and both the eastbound and westbound approaches are proposed as permissive only. With these improvements, the overall intersection is expected to reach adequate LOS during both peak hours. Those intersections that are experiencing inadequate LOS during Existing Conditions and/or No-Build conditions are still expected to do so with the addition of site traffic. However, as the site traffic departs further from the site, the percentage of site traffic relative to the overall traffic already on the corridors decreases. In addition to this, almost all the intersection locations are in dense areas that would require significant disruption to existing developments. Therefore, further improvements, geometric or otherwise, were not proposed for the remaining inadequate intersections. One suggestion for improvement may be that an Adaptive Traffic Control System (ATCS) Split Cycle Offset Optimization Technique (SCOOT) may be implemented at the following intersections to assist with consistent flows along the mainline corridors in the area: Oakesdale Avenue SW and SW Grady Way Oakesdale Avenue SW and SW 16th Street Lind Avenue SW and SW Grady Way Lind Avenue SW and SW 16th Street 27 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA Table 11 shows the proposed mitigation and results for the four intersections physically analyzed for mitigation. Table 11 – Mitigated Intersection Traffic Operations – 2025 Horizon Year Build Traffic LOSDelayLOSDelay Overall A 7.2 B 12.4 EB A5.6A9.4 WB A6.2A7.7 NB A 8.0 C 17.4 SB A7.1A8.9 Overall A 6.0 B 10.7 EB A 5.9 B 12.6 WB A6.1A7.2 NB A 6.2 B 11.3 SB A4.8A5.4 Overall F 154.7 F 269.7 EB F 121.5 F 279.6 WB F 176.1 F 176.5 NB F 160.1 F 272.2 SB F 202.3 F >300 Overall D 42.6 B 20.0 EB C 30.2 C 34.2 WB F 157.4 C 21.3 NB C 27.3 D 38.3 SB A9.9A5.1 Roundabout 5 Oakesdale Ave SW & SW Grady Way Traffic Signal, Add EB R Turn Lane (Yield) 23 Oakesdale Ave SW & SW 16th St Change EB & WB Laneage to L+T, R, EB & WB permissive only, Add WBR overlap w/SBL RoundaboutLind Ave SW & SW 19th St2 4 Raymond Ave SW & SW 16th St ID Intersection Mitigation Measure Movement AM PM 28 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA 4.7 I-405 RAMP ANALYSIS As requested by the City of Renton, the I-405 on and off-ramps (intersections #14 and #15 in Figure 3 were reviewed to determine how the site traffic may affect their performance. The free-right configuration of these ramp lanes renders Synchro analysis less than ideal; however, it should be noted that the proportion of site traffic at these locations is very small (less than or equal to 3%). Detailed review of operational results reveals that queues for the northbound movements at SW Grady Way/S Grady Way and Rainier Avenue S are likely to extend beyond these ramp intersections. Table 8 below shows the 95th Percentile queue length on the northbound leg. The westbound and eastbound ramps are located 375 and 1,100 feet south of the Rainier Avenue stop bar, respectively. Table 12 – 95th Percentile Queue Lengths – SW Grady Way/S Grady Way and Rainier Avenue S Intersection Scenario Movement 95th Percentile Queueing AM Peak PM Peak SW Grady Way & Rainier Ave S 2025 Horizon Year No-Build NBL 2010 1681 NBT 722 479 NBR 1265 996 2025 Horizon Year Build NBL 2054 1703 NBT 722 479 NBR 1265 996 29 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA 5.0 SUMMARY OF RESULTS The e-commerce distribution facility is a proposed development at an existing building located at 1905 Raymond Avenue SW in Renton, Washington. Primary access to the site will be provided via the current driveway, southwest of the intersection SW 19th Street and Raymond Avenue SW. The existing site is zoned Light Industrial District (IL). This study was prepared in accordance with the City of Renton’s Policy Guidelines for Traffic Impact Analysis for New Development. It evaluates the traffic impacts associated with the proposed distribution facility in Renton, Washington. The study area, scope and specific analysis parameters and requirements are the result of coordination with the City of Renton Planning Division staff, the “On Hold” Notice #2 dated August 16, 2021, and review of the surrounding area. 5.1 EXISTING TRAFFIC CONDITIONS For the existing traffic conditions analyzed with the existing intersection controls and lane configurations, sixteen of the twenty-three intersections and movements in the study area operate with an approach or overall LOS below D during at least one peak hour. 5.2 2025 HORIZON YEAR NO-BUILD TRAFFIC CONDITIONS In addition to those intersections and movements operating inadequately during Existing Conditions, Oakesdale Avenue SW and SW 16th Street is expected to operate poorly by the Horizon Year 2025, with LOS below D during at least one peak hour. 5.3 2025 HORIZON YEAR BUILD CONDITIONS This scenario reflects use of an existing 141,360 square foot facility, and is expected to generate 3,130 daily trips, 341 AM peak hour trips (171 entering, 170 exiting) from 7:00 – 8:00 AM, and 180 PM peak hour trips (102 entering, 78 exiting) from 4:00 – 5:00 PM. For the 2025 Horizon Year Build traffic conditions analyzed with the existing intersection control and lane configurations, the expected project traffic is expected to add minor delay to the roadway network, but no new intersections are expected to deteriorate from adequate LOS to inadequate LOS due to the addition of expected project traffic to the roadway network. The intersection of Raymond Avenue and 19th Street is expected to perform at LOS A but has safety concerns. The westbound approach of 19th Street is currently only 15 feet wide and will need to be widened to safely accommodate traffic and additional advanced warning signage is recommended. There is currently a stop sign only on the northbound site driveway approach. This could potentially 30 Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA lead to confusion regarding right-of-way. Additionally, measures to improve sight distance such as trimming shrubbery/vegetation in the immediate vicinity of the intersection should be completed. A traffic signal at the intersection of Lind Avenue SW and SW 19th Street is not expected to be met with expected project traffic added to the roadway network. Therefore, Lind Avenue SW and SW 19th Street was analyzed as a roundabout with left+through and right approach geometry on all four approaches. A roundabout may be expected to provide much improved LOS over the existing lane geometry and intersection control of a conventional side street stop. Raymond Avenue SW and SW 16th Street was analyzed as a roundabout. A roundabout may be expected to provide much improved LOS over the existing lane geometry and intersection control of a conventional side street stop. Oakesdale Avenue SW and SW Grady Way is already experiencing inadequate LOS in Existing Conditions. Therefore, improvements were analyzed that may improve the traffic movements related to the proposed site traffic. An eastbound right turn lane is proposed at Oakesdale Avenue SW and SW Grady Way. The overall intersection LOS and all four approach LOS are still expected to operate at LOS F, but the delays are generally expected to decrease. At the intersection of Oakesdale Avenue SW and SW 16th Street, it is proposed to amend the eastbound and westbound lane geometry from left and through+right to left+through and right, utilizing the existing two-way left turn lane (TWLTL). In addition, a westbound right turn overlap phase is proposed with the southbound left turn phase, and both the eastbound and westbound approaches are proposed as permissive only. With these improvements, the overall intersection is expected to reach adequate LOS during both peak hours. Those intersections that are experiencing inadequate LOS during Existing Conditions and/or No-Build conditions are still expected to do so with the addition of site traffic. However, as the site traffic departs further from the site, the percentage of site traffic relative to the overall traffic already on the corridors decreases. In addition to this, almost all the intersection locations are in dense areas that would require significant disruption to existing developments. Therefore, further improvements, geometric or otherwise, were not proposed for the remaining inadequate intersections. One suggestion for improvement may be that an Adaptive Traffic Control System (ATCS) Split Cycle Offset Optimization Technique (SCOOT) may be implemented at the following intersections to assist with consistent flows along the mainline corridors in the area: Oakesdale Avenue SW and SW Grady Way Oakesdale Avenue SW and SW 16th Street Lind Avenue SW and SW Grady Way Lind Avenue SW and SW 16th Street A Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA APPENDIX A – SITE PLAN UPUPUP23456DEFGNICNICNICNICDNDNDNDE2UPUP NEW BATTERY CHARGING: (6) UNITSEXISTING FIRE RISERw/RAIL PROTECTIONUP NICNICNICNIC1. REMOVE ALL EXISTING FINISHES THROUGHOUT, U.N.O. PREPARE SURFACESFOR NEW FINISHES.2. REMOVE AND RELOCATED EXISTING DOOR AND FRAME UNIT FOR LATER USE -TEMPORARILY STORE ON SITE.3. REMOVE AND RELOCATE EXISTING CHAIN LINK GATE AND MAIN DOOR.4. APPLIANCES AND VENDING MACHINES TO BE RELOCATED - TEMPORARILYSTORE ON SITE.5. APPLIANCES TO BE REMOVED.6. REMOVE AND RELOCATE EXISTING 4" SLEEVES MOUNTED FROM CEILING.7. REMOVE EXISTING CEILING MOUNTED CONDUITS THAT ARE NO LONGERNEEDED PER NEW CONSTRUCTION. SEE CONSTRUCTION PLAN FOR MOREINFORMATION.8. REMOVE EXISTING FLOOR MOUNTED RECEPTACLES. PATCH/ PREPARESUB-FLOOR AS NECESSARY.9. REMOVE AND SALVAGE EXISTING CEILING MOUNTED PROJECTION EQUIPMENT.COORDINATE STORAGE WITH LL. REPLACE ACT TILE AS NECESSARY.10. REMOVE AND SALVAGE EXISTING SPEAKER/AUDIO SYTEM. COORDINATESTORAGE WITH LL. REPLACE ACT TILE AS NECESSARY.11. REMOVE EXISTING EXIT SIGNAGE WHERE EXISTS NO LONGER EXISTING PERCONSTRUCTION. REPLACE ACT TILE AS NECESSARY.12. REMOVE AND SALVAGE EXISTING VIDEO CONFERENCING EQUIPMENT.COORDINATE STORAGE WITH LL.REPLACE ACT TILE AS NECESSARY.13. REMOVE AND SALVAGE EXISTING RECESSED PROJECTION SCREEN.COORDINATE STORAGE WITH LL. REPLACE ACT TILE AND GRID AS NECESSARY.KEY NOTESLEGENDEXISTING PARTITION TO REMAINPARTITION / ELEMENT TO BE DEMOLISHEDSEAL:WESTERN BNORTHWEST WA, LLCNOT FORCONSTRUCTIONNelco Architecture, Inc.CLIENT:PROJECT:CITY STAMP:711 CAPITOL WAY S SUITE 204OLYMPIA, WA 985011200 Fifth Ave., Suite 1300Seattle, WA 98101Phone: (206) 408-8500WWW.NELSONWORLDWIDE.COMPROJECT DIRECTORY:Tenant:LINK INDUSTRIAL PROPERTIESAttn: Ngon NguyenT: 925.357.3190E-mail: NNguyen@liprop.comOwner/Client Representative:WESTERN B NORTHWEST WA, LLCAttn: Derek CollinsT: 206.595.2014E-mail: derek.collins@kidder.comDate:No:Description:OWNER REVIEW 08/17/2020OWNER REVIEW 2 08/20/2020Proj. No:Reviewed By:MB 1905 RAYMOND TIPARTIAL INTERIORDEMOLITON1905 RAYMOND AVE SWRENTON, WA 9805720.0002769.000 Architect:NELSON WORLDWIDEAttn: Kelly FreiborgT: 206.408.8517E-mail: KFreiborg@nelsonww.comSCALE: 1/8" = 1'-0"4' 8'0 16'1/8" = 1'-0"DEMOLITION PLAN - FIRST FLOOR2A0-1XDEMOLITION PLANA0-1GENERAL NOTES1. ALL EXISTING BUILDING COLUMNS, EXTERIOR WALLS AND STRUCTURAL MEMBERS TOREMAIN, UNO. PROJECT SPECIFIC DEMOLITION INTENT IS DEFINED AS:1.1. DOORS, DOOR FRAMES & DOOR CASING TO BE REMOVED WHERE NOTED1.2. DOOR HARDWARE TO BE REMOVED WHERE NOTED1.3. LIGHT FIXTURES TO REMAIN1.4. SUSPENDED CEILING GRID AND PANELS TO REMAIN1.5. GWB CEILING TO REMAIN1.6. FLOOR FINISHES AND WALL BASE TO BE REMOVED2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL OF EXISTINGCONSTRUCTION AND THE STORAGE AND REMOVAL OF SAID CONSTRUCTION, ANDSHALL MAINTAIN THE AREA OF CONSTRUCTION IN A CLEAN AND ORDERLY CONDITIONWITH DAILY REMOVAL OF DEBRIS. COORDINATE REMOVALS OF OTHER TRADES; REFERTO ENGINEERING DRAWINGS FOR ADDITIONAL SCOPE.3. COORDINATE SCOPE OF DEMOLITION/REMOVAL WITH THE SCOPE OF NEW WORK.4. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING AND REPAIRING REQUIRED TOPERFORM THE WORK INDICATED ON THE DRAWINGS. ALL CUTTING AND REMOVALSSHALL BE DONE NEATLY.5. ALL ITEMS TO BE REMOVED AND SCHEDULED FOR REINSTALLATION OR TO BERETURNED TO THE BUILDING SHALL BE PROTECTED, CLEAN AND FREE OF DEFECTS.FOR ITEMS SCHEDULED FOR REMOVAL AND REINSTALLATION, CONTRACTOR SHALLVERIFY AND DOCUMENT, IN WRITING, THE CONDITION AND FUNCTIONALITY OF THEITEM(S) PRIOR TO REMOVAL. ANY DAMAGE TO ITEM(S) NOT DOCUMENTED SHALL BEREPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.6. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTEDFROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DAMAGEAND SHALL MAKE REPAIRS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.7. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE. DEBRIS SHALL BEREMOVED BY THE CONTRACTOR AS THE JOB PROCEEDS. THE SITE SHALL BE LEFTBROOM CLEAN AT THE COMPLETION OF REMOVALS.8. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT THE SPREAD OF DUST,FUMES, SMOKE, ETC. TO OTHER PARTS OF THE FLOOR OR BUILDING. UPONCOMPLETION OF WORK, REMOVE BARRIERS AND REPAIR DAMAGED SURFACES TOMATCH ADJACENT. PROTECT HVAC SYSTEM FROM DUST & DEBRIS. CONTRACTOR TOPROVIDE FILTER MEDIA TO COVER THE MAIN RETURN AIR GRILLES. PROVIDE NEW AIRFILTERS AT MECHANICAL UNITS AT THE COMPLETION OF CONSTRUCTION.9. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONSPERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION.ANNOYANCES AND DISTURBANCES TO OTHER OCCUPANTS, PERSONNEL ANDEMPLOYEES SHALL BE KEPT TO THE MINIMUM NECESSARY FOR THE PERFORMANCE OFTHE WORK.10. CONTRACTOR TO COORDINATE SHUTDOWN OF BUILDING SYSTEMS WITH THEBUILDING PRIOR TO IMPLEMENTATION.11. CONTRACTORS SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANYDAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS TO ALL SURFACES AFFECTED BYDEMOLITION. REFINISH TO MATCH ADJACENT FINISH, OR AS NOTED HEREIN.12. IN ADDITION TO SPECIFIC DEMOLITION SCOPE IDENTIFIED, PERFORMMISCELLANEOUS DEMOLITION AS REQUIRED TO SUPPORT NEW CONSTRUCTION.COORDINATE EXTENT OF DEMOLITION WITH NEW WORK INDICATED ON THEFOLLOWING DRAWINGS.13. NO EXISTING SMOKE DETECTOR, PUBLIC ADDRESS SPEAKER, FIRE ALARM BOX ORSIMILAR DEVICE, INCLUDING THE ASSOCIATED WIRING SHALL BE DAMAGED DURINGDEMOLITION AND SUBSEQUENT CONSTRUCTION. RELOCATION OF SMOKEDETECTORS, PUBLIC ADDRESS SPEAKERS AND FIRE ALARM EQUIPMENT,NECESSITATED BY NEW CONSTRUCTION, SHALL BE ACCOMPLISHED AS A FIRSTPRIORITY, AND PER THE PLANS. NO ACTIVE SMOKE DETECTOR SHALL BEPERMANENTLY COVERED OR OTHERWISE REMOVED OR USED FOR OTHER THAN ITSINTENDED PURPOSE. REMOVE TEMPORARY COVERS DAILY.15. IF ANY QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL, CLARIFY THE POINTIN QUESTION WITH DESIGNER BEFORE PROCEEDING.16. WHERE FLOOR FINISHES (CARPET, VCT, CERAMIC TILE, ETC.) AND/OR FLOOR BASEARE SCHEDULED TO BE REMOVED, PREPARE FLOOR TO RECEIVE NEW FLOOR FINISHES,TYPICAL THROUGHOUT. REMOVE ALL EXISTING MATERIALS WHICH WOULD CAUSERISES OR DEPRESSIONS IN NEW FLOORING SURFACE, SUCH AS FASTENERS, OUTLETCORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASHPATCH, CONCRETE FILL, PLYWOOD, ETC.17. WHERE INTERIOR PARTITIONS, COLUMN FURRING, FIXTURES, CABINETRY, DOORSAND DOOR FRAMES, AND/OR CEILING SYSTEM ARE SCHEDULED FOR REMOVAL, PATCHFLOOR AND WALLS AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES UONTYPICAL THROUGHOUT ENTIRE SPACE.18. REMOVE ABANDONED PLUMBING LINES BACK TO THE RISERS, AND CAP.19. IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES,WIRES, THERMOSTATS, ETC., TO THEIR SOURCE. RELOCATE THERMOSTATS IN ASREQUIRED.20. REMOVE ALL ABANDONED ELECTRICAL CONDUIT, CABLING BACKBOARD ANDEQUIPMENT, TYPICAL THROUGHOUT ENTIRE SPACE. REMOVE ABANDONED WIRINGBACK TO ELECTRICAL PANELS. COORDINATE REUSE OF FREED CIRCUITS. PROVIDETEMPORARY LIGHT AND POWER DURING CONSTRUCTION. CONTRACTOR SHALLPROVIDE ELECTRICAL MAKE-SAFE DURING REMOVALS AND CONSTRUCTION.21. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TODATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH OWNER/TENANTAND DESIGNER. ONLY REUSED CABLING MAY REMAIN IN THE PLENUM. ALL OTHERCABLING MUST BE REMOVED.22. REUSE EXISTING DOORS, DOOR FRAMES AND DOOR HARDWARE IN NEWCONFIGURATION WHENEVER POSSIBLE.23. REMOVALS AND SURPLUS (NEW) CONSTRUCTION MATERIALS SHALL BE SORTED ANDDISCARDED PER THE STATE REQUIREMENTS FOR THE RECYCLING OF CONSTRUCTIONWASTE.1/8" = 1'-0"DEMOLITION PLAN - SECOND FLOOR3A0-11233452222222222222222232226777777777722288888888888888910112112118899121291213N/AKEY PLAN 1A0-1222 B Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA APPENDIX B – CRASH DATA C Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA APPENDIX C – TRAFFIC COUNT DATA 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)168 513 - - 595 224 - - - 349 - 315 2,164 04: 3am (3am-4am)- - - - - 13 - - - 3 - - 16 05: 4am (4am-5am)- 2 - - 12 8 - - - - - 4 26 06: 5am (5am-6am)2 2 - - 17 19 - - - 12 - 26 78 07: 6am (6am-7am)- 4 - - 92 28 - - - 11 - 11 146 08: 7am (7am-8am)13 4 - - 160 10 - - - 42 - 58 287 09: 8am (8am-9am)13 8 - - 40 13 - - - 51 - 37 162 10: 9am (9am-10am)11 14 - - 38 9 - - - 25 - 38 135 11: 10am (10am-11am)8 14 - - 17 10 - - - 16 - 22 87 12: 11am (11am-12noon)8 11 - - 13 10 - - - 16 - 14 72 13: 12pm (12noon-1pm)20 38 - - 29 14 - - - 19 - 11 131 14: 1pm (1pm-2pm)28 31 - - 11 13 - - - 21 - 17 121 15: 2pm (2pm-3pm)28 28 - - 15 9 - - - 35 - 9 124 16: 3pm (3pm-4pm)14 51 - - 9 11 - - - 35 - 16 136 17: 4pm (4pm-5pm)16 86 - - 9 8 - - - 39 - 8 166 18: 5pm (5pm-6pm)6 25 - - 11 29 - - - 7 - 7 85 19: 6pm (6pm-7pm)3 39 - - 83 8 - - - 4 - 24 161 20: 7pm (7pm-8pm)3 77 - - 36 3 - - - 3 - 4 126 21: 8pm (8pm-9pm)- 65 - - - - - - - - - 4 69 22: 9pm (9pm-10pm)- 12 - - - - - - - 8 - 4 24 23: 10pm (10pm-11pm)- - - - 1 - - - - 4 - - 5 03: 2am (2am-3am)- - - - - 3 - - - - - - 3 24: 11pm (11pm-12am)- - - - - - - - - - - - - 01: 12am (12am-1am)- - - - - - - - - - - - - 02: 1am (1am-2am)- - - - - - - - - - - - - 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)25%75%0%0%73%27%---53%0%47% 04: 3am (3am-4am)---0%0%100%---100%0%0% 05: 4am (4am-5am)0%100%0%0%60%40%---0%0%100% 06: 5am (5am-6am)50%50%0%0%47%53%---32%0%68% 07: 6am (6am-7am)0%100%0%0%77%23%---50%0%50% 08: 7am (7am-8am)76%24%0%0%94%6%---42%0%58% 09: 8am (8am-9am)62%38%0%0%75%25%---58%0%42% 10: 9am (9am-10am)44%56%0%0%81%19%---40%0%60% 11: 10am (10am-11am)36%64%0%0%63%37%---42%0%58% 12: 11am (11am-12noon)42%58%0%0%57%43%---53%0%47% 13: 12pm (12noon-1pm)34%66%0%0%67%33%---63%0%37% 14: 1pm (1pm-2pm)47%53%0%0%46%54%---55%0%45% 15: 2pm (2pm-3pm)50%50%0%0%63%38%---80%0%20% 16: 3pm (3pm-4pm)22%78%0%0%45%55%---69%0%31% 17: 4pm (4pm-5pm)16%84%0%0%53%47%---83%0%17% 18: 5pm (5pm-6pm)19%81%0%0%28%73%---50%0%50% 19: 6pm (6pm-7pm)7%93%0%0%91%9%---14%0%86% 20: 7pm (7pm-8pm)4%96%0%0%92%8%---43%0%57% 21: 8pm (8pm-9pm)0%100%0%------0%0%100% 22: 9pm (9pm-10pm)0%100%0%------67%0%33% 23: 10pm (10pm-11pm)---0%100%0%---100%0%0% 03: 2am (2am-3am)---0%0%100%------ 24: 11pm (11pm-12am)------------ 01: 12am (12am-1am)------------ 02: 1am (1am-2am)------------ 19th - SW - In 19th - E - In Raymond - N - In TURNING MOVEMENT COUNTS 19th - SW - In 19th - E - In Raymond - N - In TURNING MOVEMENT PERCENTAGE 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 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 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 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) 3,447 15,915 5,391 1,336 14,134 967 5,807 3,752 1,646 1,086 5,005 3,015 61,501 01: 12am (12am-1am) 16 86 44 3 83 6 21 18 1 14 19 17 328 02: 1am (1am-2am) 6 58 26 1 47 1 14 14 - 13 13 12 205 03: 2am (2am-3am) 9 38 14 3 47 6 23 27 - 7 19 7 200 04: 3am (3am-4am) 10 58 18 4 72 16 35 34 1 16 19 13 296 05: 4am (4am-5am) 27 160 51 11 148 48 63 46 8 7 20 14 603 06: 5am (5am-6am) 216 270 188 27 386 46 137 191 19 10 70 8 1,568 07: 6am (6am-7am) 267 391 264 54 518 57 298 298 59 19 216 48 2,489 08: 7am (7am-8am) 492 641 315 137 884 78 402 426 91 31 368 61 3,926 09: 8am (8am-9am) 361 730 384 134 794 79 350 311 133 49 393 111 3,829 10: 9am (9am-10am) 189 707 318 126 754 66 243 208 112 44 231 82 3,080 11: 10am (10am-11am) 126 693 256 86 761 52 292 144 88 53 213 119 2,883 12: 11am (11am-12noon) 160 860 270 83 814 52 356 154 92 63 246 176 3,326 13: 12pm (12noon-1pm) 174 913 311 101 865 57 332 167 113 67 226 157 3,483 14: 1pm (1pm-2pm) 170 1,096 365 88 887 55 367 187 105 88 299 163 3,870 15: 2pm (2pm-3pm) 173 1,103 344 75 913 41 447 179 124 80 314 219 4,012 16: 3pm (3pm-4pm) 198 1,287 368 116 1,079 38 451 269 169 106 532 373 4,986 17: 4pm (4pm-5pm) 179 1,494 483 118 1,146 63 530 295 194 104 622 511 5,739 18: 5pm (5pm-6pm) 171 1,494 403 89 1,146 45 471 295 160 67 456 444 5,241 19: 6pm (6pm-7pm) 134 1,223 320 35 875 49 323 169 71 68 296 249 3,812 20: 7pm (7pm-8pm) 119 866 200 28 733 36 214 97 48 70 157 103 2,671 21: 8pm (8pm-9pm) 86 741 194 12 479 29 176 79 22 42 97 46 2,003 22: 9pm (9pm-10pm) 65 501 129 9 317 25 115 73 27 31 68 45 1,405 23: 10pm (10pm-11pm) 39 306 79 5 253 15 86 49 8 28 49 32 949 24: 11pm (11pm-12am) 25 212 57 7 127 12 58 21 7 15 29 28 598 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) 14% 64% 22% 8% 86% 6% 52% 33% 15% 12% 55% 33% 01: 12am (12am-1am) 11% 59% 30% 3% 90% 7% 53% 45% 3% 28% 38% 34% 02: 1am (1am-2am) 7% 64% 29% 2% 96% 2% 50% 50% 0% 34% 34% 32% 03: 2am (2am-3am) 15% 62% 23% 5% 84% 11% 46% 54% 0% 21% 58% 21% 04: 3am (3am-4am) 12% 67% 21% 4% 78% 17% 50% 49% 1% 33% 40% 27% 05: 4am (4am-5am) 11% 67% 21% 5% 71% 23% 54% 39% 7% 17% 49% 34% 06: 5am (5am-6am) 32% 40% 28% 6% 84% 10% 39% 55% 5% 11% 80% 9% 07: 6am (6am-7am) 29% 42% 29% 9% 82% 9% 45% 45% 9% 7% 76% 17% 08: 7am (7am-8am) 34% 44% 22% 12% 80% 7% 44% 46% 10% 7% 80% 13% 09: 8am (8am-9am) 24% 49% 26% 13% 79% 8% 44% 39% 17% 9% 71% 20% 10: 9am (9am-10am) 16% 58% 26% 13% 80% 7% 43% 37% 20% 12% 65% 23% 11: 10am (10am-11am) 12% 64% 24% 10% 85% 6% 56% 27% 17% 14% 55% 31% 12: 11am (11am-12noon) 12% 67% 21% 9% 86% 5% 59% 26% 15% 13% 51% 36% 13: 12pm (12noon-1pm) 12% 65% 22% 10% 85% 6% 54% 27% 18% 15% 50% 35% 14: 1pm (1pm-2pm) 10% 67% 22% 9% 86% 5% 56% 28% 16% 16% 54% 30% 15: 2pm (2pm-3pm) 11% 68% 21% 7% 89% 4% 60% 24% 17% 13% 51% 36% 16: 3pm (3pm-4pm) 11% 69% 20% 9% 88% 3% 51% 30% 19% 10% 53% 37% 17: 4pm (4pm-5pm) 8% 69% 22% 9% 86% 5% 52% 29% 19% 8% 50% 41% 18: 5pm (5pm-6pm) 8% 72% 19% 7% 90% 4% 51% 32% 17% 7% 47% 46% 19: 6pm (6pm-7pm) 8% 73% 19% 4% 91% 5% 57% 30% 13% 11% 48% 41% 20: 7pm (7pm-8pm) 10% 73% 17% 4% 92% 5% 60% 27% 13% 21% 48% 31% 21: 8pm (8pm-9pm) 8% 73% 19% 2% 92% 6% 64% 29% 8% 23% 52% 25% 22: 9pm (9pm-10pm) 9% 72% 19% 3% 90% 7% 53% 34% 13% 22% 47% 31% 23: 10pm (10pm-11pm) 9% 72% 19% 2% 93% 5% 60% 34% 6% 26% 45% 29% 24: 11pm (11pm-12am) 9% 72% 19% 5% 87% 8% 67% 24% 8% 21% 40% 39% Grady - W - In Grady - E - In Oakesdale - S - In Oakesdale - N - In TURNING MOVEMENT COUNTS Grady - W - In Grady - E - In Oakesdale - S - In Oakesdale - N - In TURNING MOVEMENT PERCENTAGE 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) 1,257 16,623 274 640 14,707 683 239 97 648 465 96 1,123 36,852 01: 12am (12am-1am) 3 100 - 4 75 1 - - 1 2 - 10 196 02: 1am (1am-2am) - 62 - 3 40 - - - 4 5 - 9 123 03: 2am (2am-3am) - 41 - - 46 2 2 - - - - 7 98 04: 3am (3am-4am) 5 62 - 3 82 2 - - 3 - - 15 172 05: 4am (4am-5am) 82 84 - 6 184 34 2 - 6 - - 4 402 06: 5am (5am-6am) 84 212 - 18 422 81 - 4 15 4 - 6 846 07: 6am (6am-7am) 48 416 4 25 584 90 8 7 10 3 - 21 1,216 08: 7am (7am-8am) 109 629 10 37 1,024 124 6 4 21 13 3 33 2,013 09: 8am (8am-9am) 98 743 40 59 943 116 11 8 26 15 6 30 2,095 10: 9am (9am-10am) 82 756 18 39 894 37 6 6 27 13 - 39 1,917 11: 10am (10am-11am) 67 752 14 38 817 40 13 11 28 22 9 63 1,874 12: 11am (11am-12noon) 56 902 15 42 816 30 19 9 41 31 6 73 2,040 13: 12pm (12noon-1pm) 76 988 13 39 908 48 23 10 44 39 17 70 2,275 14: 1pm (1pm-2pm) 101 1,133 15 66 877 29 24 9 60 27 3 106 2,450 15: 2pm (2pm-3pm) 73 1,167 21 40 903 30 17 3 62 57 13 107 2,493 16: 3pm (3pm-4pm) 80 1,435 26 48 1,081 23 21 3 50 41 9 111 2,928 17: 4pm (4pm-5pm) 71 1,625 17 48 1,146 17 25 8 66 84 10 133 3,250 18: 5pm (5pm-6pm) 55 1,556 30 36 1,087 13 21 - 78 66 6 153 3,101 19: 6pm (6pm-7pm) 41 1,266 16 38 866 7 21 3 25 29 4 52 2,368 20: 7pm (7pm-8pm) 28 935 - 23 706 3 19 2 17 9 - 38 1,780 21: 8pm (8pm-9pm) 18 748 22 7 491 1 - - 30 1 2 19 1,339 22: 9pm (9pm-10pm) 4 527 8 10 310 1 13 - 8 - 2 6 889 23: 10pm (10pm-11pm) 10 315 9 2 244 - - - 15 - 1 9 605 24: 11pm (11pm-12am) 3 214 6 1 135 2 - - 10 1 - 8 380 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) 7% 92% 2% 4% 92% 4% 24% 10% 66% 28% 6% 67% 01: 12am (12am-1am) 3% 97% 0% 5% 94% 1% 0% 0% 100% 17% 0% 83% 02: 1am (1am-2am) 0% 100% 0% 7% 93% 0% 0% 0% 100% 36% 0% 64% 03: 2am (2am-3am) 0% 100% 0% 0% 96% 4% 100% 0% 0% 0% 0% 100% 04: 3am (3am-4am) 7% 93% 0% 3% 94% 2% 0% 0% 100% 0% 0% 100% 05: 4am (4am-5am) 49% 51% 0% 3% 82% 15% 25% 0% 75% 0% 0% 100% 06: 5am (5am-6am) 28% 72% 0% 3% 81% 16% 0% 21% 79% 40% 0% 60% 07: 6am (6am-7am) 10% 89% 1% 4% 84% 13% 32% 28% 40% 13% 0% 88% 08: 7am (7am-8am) 15% 84% 1% 3% 86% 10% 19% 13% 68% 27% 6% 67% 09: 8am (8am-9am) 11% 84% 5% 5% 84% 10% 24% 18% 58% 29% 12% 59% 10: 9am (9am-10am) 10% 88% 2% 4% 92% 4% 15% 15% 69% 25% 0% 75% 11: 10am (10am-11am) 8% 90% 2% 4% 91% 4% 25% 21% 54% 23% 10% 67% 12: 11am (11am-12noon) 6% 93% 2% 5% 92% 3% 28% 13% 59% 28% 5% 66% 13: 12pm (12noon-1pm) 7% 92% 1% 4% 91% 5% 30% 13% 57% 31% 13% 56% 14: 1pm (1pm-2pm) 8% 91% 1% 7% 90% 3% 26% 10% 65% 20% 2% 78% 15: 2pm (2pm-3pm) 6% 93% 2% 4% 93% 3% 21% 4% 76% 32% 7% 60% 16: 3pm (3pm-4pm) 5% 93% 2% 4% 94% 2% 28% 4% 68% 25% 6% 69% 17: 4pm (4pm-5pm) 4% 95% 1% 4% 95% 1% 25% 8% 67% 37% 4% 59% 18: 5pm (5pm-6pm) 3% 95% 2% 3% 96% 1% 21% 0% 79% 29% 3% 68% 19: 6pm (6pm-7pm) 3% 96% 1% 4% 95% 1% 43% 6% 51% 34% 5% 61% 20: 7pm (7pm-8pm) 3% 97% 0% 3% 96% 0% 50% 5% 45% 19% 0% 81% 21: 8pm (8pm-9pm) 2% 95% 3% 1% 98% 0% 0% 0% 100% 5% 9% 86% 22: 9pm (9pm-10pm) 1% 98% 1% 3% 97% 0% 62% 0% 38% 0% 25% 75% 23: 10pm (10pm-11pm) 3% 94% 3% 1% 99% 0% 0% 0% 100% 0% 10% 90% 24: 11pm (11pm-12am) 1% 96% 3% 1% 98% 1% 0% 0% 100% 11% 0% 89% Grady - W - In Grady - E - In Powell - S - In Powell - N - In TURNING MOVEMENT COUNTS Grady - W - In Grady - E - In Powell - S - In Powell - N - In TURNING MOVEMENT PERCENTAGE 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 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) 2,204 21,112 - - 18,530 453 - - - 281 - 2,169 44,749 01: 12am (12am-1am) 3 135 - - 101 2 - - - 2 - 2 245 02: 1am (1am-2am) 2 82 - - 66 3 - - - 2 - 2 157 03: 2am (2am-3am) 6 61 - - 59 2 - - - 1 - 4 133 04: 3am (3am-4am) 5 75 - - 77 7 - - - - - 3 167 05: 4am (4am-5am) 19 206 - - 166 9 - - - 2 - 2 404 06: 5am (5am-6am) 338 516 - - 397 45 - - - 3 - 3 1,302 07: 6am (6am-7am) 423 732 - - 704 23 - - - 7 - 15 1,904 08: 7am (7am-8am) 532 1,138 - - 1,008 30 - - - 11 - 19 2,738 09: 8am (8am-9am) 325 1,180 - - 973 42 - - - 11 - 43 2,574 10: 9am (9am-10am) 41 972 - - 870 30 - - - 13 - 44 1,970 11: 10am (10am-11am) 29 966 - - 961 24 - - - 13 - 36 2,029 12: 11am (11am-12noon) 81 1,100 - - 1,068 26 - - - 16 - 48 2,339 13: 12pm (12noon-1pm) 43 1,253 - - 1,167 29 - - - 16 - 41 2,549 14: 1pm (1pm-2pm) 37 1,399 - - 1,180 28 - - - 19 - 32 2,695 15: 2pm (2pm-3pm) 36 1,397 - - 1,364 19 - - - 23 - 192 3,031 16: 3pm (3pm-4pm) 41 1,637 - - 1,538 20 - - - 21 - 351 3,608 17: 4pm (4pm-5pm) 58 1,830 - - 1,674 25 - - - 30 - 570 4,187 18: 5pm (5pm-6pm) 58 1,804 - - 1,622 26 - - - 16 - 480 4,006 19: 6pm (6pm-7pm) 36 1,433 - - 1,180 23 - - - 22 - 228 2,922 20: 7pm (7pm-8pm) 32 1,022 - - 862 15 - - - 19 - 25 1,975 21: 8pm (8pm-9pm) 21 882 - - 620 9 - - - 14 - 9 1,555 22: 9pm (9pm-10pm) 18 618 - - 395 9 - - - 11 - 10 1,061 23: 10pm (10pm-11pm) 11 405 - - 293 5 - - - 6 - 5 725 24: 11pm (11pm-12am) 9 269 - - 184 3 - - - 5 - 5 475 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) 9% 91% 0% 0% 98% 2% - - - 11% 0% 89% 01: 12am (12am-1am) 2% 98% 0% 0% 98% 2% - - - 50% 0% 50% 02: 1am (1am-2am) 2% 98% 0% 0% 96% 4% - - - 50% 0% 50% 03: 2am (2am-3am) 9% 91% 0% 0% 97% 3% - - - 20% 0% 80% 04: 3am (3am-4am) 6% 94% 0% 0% 92% 8% - - - 0% 0% 100% 05: 4am (4am-5am) 8% 92% 0% 0% 95% 5% - - - 50% 0% 50% 06: 5am (5am-6am) 40% 60% 0% 0% 90% 10% - - - 50% 0% 50% 07: 6am (6am-7am) 37% 63% 0% 0% 97% 3% - - - 32% 0% 68% 08: 7am (7am-8am) 32% 68% 0% 0% 97% 3% - - - 37% 0% 63% 09: 8am (8am-9am) 22% 78% 0% 0% 96% 4% - - - 20% 0% 80% 10: 9am (9am-10am) 4% 96% 0% 0% 97% 3% - - - 23% 0% 77% 11: 10am (10am-11am) 3% 97% 0% 0% 98% 2% - - - 27% 0% 73% 12: 11am (11am-12noon) 7% 93% 0% 0% 98% 2% - - - 25% 0% 75% 13: 12pm (12noon-1pm) 3% 97% 0% 0% 98% 2% - - - 28% 0% 72% 14: 1pm (1pm-2pm) 3% 97% 0% 0% 98% 2% - - - 37% 0% 63% 15: 2pm (2pm-3pm) 3% 97% 0% 0% 99% 1% - - - 11% 0% 89% 16: 3pm (3pm-4pm) 2% 98% 0% 0% 99% 1% - - - 6% 0% 94% 17: 4pm (4pm-5pm) 3% 97% 0% 0% 99% 1% - - - 5% 0% 95% 18: 5pm (5pm-6pm) 3% 97% 0% 0% 98% 2% - - - 3% 0% 97% 19: 6pm (6pm-7pm) 2% 98% 0% 0% 98% 2% - - - 9% 0% 91% 20: 7pm (7pm-8pm) 3% 97% 0% 0% 98% 2% - - - 43% 0% 57% 21: 8pm (8pm-9pm) 2% 98% 0% 0% 99% 1% - - - 61% 0% 39% 22: 9pm (9pm-10pm) 3% 97% 0% 0% 98% 2% - - - 52% 0% 48% 23: 10pm (10pm-11pm) 3% 97% 0% 0% 98% 2% - - - 55% 0% 45% 24: 11pm (11pm-12am) 3% 97% 0% 0% 98% 2% - - - 50% 0% 50% W Grady Way - In E Grady Way - In N Longacres - In TURNING MOVEMENT COUNTS W Grady Way - In E Grady Way - In N Longacres - In TURNING MOVEMENT PERCENTAGE 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) 2,432 8,431 2,162 4,940 11,702 6,536 1,761 10,263 204 3,612 10,045 246 62,334 01: 12am (12am-1am) 21 55 17 14 63 40 13 48 1 33 62 1 368 02: 1am (1am-2am) 10 27 5 5 34 34 7 28 1 22 42 2 217 03: 2am (2am-3am) 6 27 7 7 39 28 9 37 1 15 35 - 211 04: 3am (3am-4am) 7 30 7 6 59 42 20 85 - 23 36 4 319 05: 4am (4am-5am) 7 68 39 15 121 72 22 117 - 40 57 2 560 06: 5am (5am-6am) 48 142 45 27 264 199 39 530 3 60 149 5 1,511 07: 6am (6am-7am) 66 178 72 69 421 329 113 1,007 7 119 278 9 2,668 08: 7am (7am-8am) 164 349 98 131 567 477 100 1,063 9 131 415 12 3,516 09: 8am (8am-9am) 113 332 88 150 571 412 122 826 12 159 385 12 3,182 10: 9am (9am-10am) 122 302 68 127 551 316 101 582 9 169 385 15 2,747 11: 10am (10am-11am) 120 343 88 168 637 287 92 457 7 165 438 15 2,817 12: 11am (11am-12noon) 134 434 96 195 725 317 103 468 12 186 473 19 3,162 13: 12pm (12noon-1pm) 182 514 113 193 774 358 93 489 11 233 536 22 3,518 14: 1pm (1pm-2pm) 184 583 131 194 743 377 91 509 11 225 523 17 3,588 15: 2pm (2pm-3pm) 177 604 148 377 844 501 110 505 14 230 707 16 4,233 16: 3pm (3pm-4pm) 182 732 202 668 907 538 129 637 19 288 960 16 5,278 17: 4pm (4pm-5pm) 188 795 232 1,023 991 543 139 757 20 366 1,181 21 6,256 18: 5pm (5pm-6pm) 195 825 247 854 981 547 126 657 23 312 1,013 17 5,797 19: 6pm (6pm-7pm) 169 624 152 442 788 350 90 494 16 295 906 13 4,339 20: 7pm (7pm-8pm) 149 476 84 129 597 224 64 341 9 172 417 13 2,675 21: 8pm (8pm-9pm) 103 408 75 75 453 164 64 237 7 170 531 9 2,296 22: 9pm (9pm-10pm) 61 282 61 65 284 128 49 186 4 95 262 8 1,485 23: 10pm (10pm-11pm) 32 187 42 34 178 125 38 127 2 71 141 5 982 24: 11pm (11pm-12am) 22 107 24 16 111 79 25 79 - 55 93 2 613 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) 19% 65% 17% 21% 50% 28% 14% 84% 2% 26% 72% 2% 01: 12am (12am-1am) 23% 59% 18% 12% 54% 34% 21% 77% 2% 34% 65% 1% 02: 1am (1am-2am) 24% 64% 12% 7% 47% 47% 19% 78% 3% 33% 64% 3% 03: 2am (2am-3am) 15% 68% 18% 9% 53% 38% 19% 79% 2% 30% 70% 0% 04: 3am (3am-4am) 16% 68% 16% 6% 55% 39% 19% 81% 0% 37% 57% 6% 05: 4am (4am-5am) 6% 60% 34% 7% 58% 35% 16% 84% 0% 40% 58% 2% 06: 5am (5am-6am) 20% 60% 19% 6% 54% 41% 7% 93% 1% 28% 70% 2% 07: 6am (6am-7am) 21% 56% 23% 8% 51% 40% 10% 89% 1% 29% 68% 2% 08: 7am (7am-8am) 27% 57% 16% 11% 48% 41% 9% 91% 1% 23% 74% 2% 09: 8am (8am-9am) 21% 62% 17% 13% 50% 36% 13% 86% 1% 29% 69% 2% 10: 9am (9am-10am) 25% 61% 14% 13% 55% 32% 15% 84% 1% 30% 68% 3% 11: 10am (10am-11am) 22% 62% 16% 15% 58% 26% 17% 82% 1% 27% 71% 2% 12: 11am (11am-12noon) 20% 65% 14% 16% 59% 26% 18% 80% 2% 27% 70% 3% 13: 12pm (12noon-1pm) 22% 64% 14% 15% 58% 27% 16% 82% 2% 29% 68% 3% 14: 1pm (1pm-2pm) 20% 65% 15% 15% 57% 29% 15% 83% 2% 29% 68% 2% 15: 2pm (2pm-3pm) 19% 65% 16% 22% 49% 29% 17% 80% 2% 24% 74% 2% 16: 3pm (3pm-4pm) 16% 66% 18% 32% 43% 25% 16% 81% 2% 23% 76% 1% 17: 4pm (4pm-5pm) 15% 65% 19% 40% 39% 21% 15% 83% 2% 23% 75% 1% 18: 5pm (5pm-6pm) 15% 65% 19% 36% 41% 23% 16% 82% 3% 23% 75% 1% 19: 6pm (6pm-7pm) 18% 66% 16% 28% 50% 22% 15% 82% 3% 24% 75% 1% 20: 7pm (7pm-8pm) 21% 67% 12% 14% 63% 24% 15% 82% 2% 29% 69% 2% 21: 8pm (8pm-9pm) 18% 70% 13% 11% 65% 24% 21% 77% 2% 24% 75% 1% 22: 9pm (9pm-10pm) 15% 70% 15% 14% 60% 27% 21% 78% 2% 26% 72% 2% 23: 10pm (10pm-11pm) 12% 72% 16% 10% 53% 37% 23% 76% 1% 33% 65% 2% 24: 11pm (11pm-12am) 14% 70% 16% 8% 54% 38% 24% 76% 0% 37% 62% 1% W Grady - In E Grady - In S Interurban - In N Interurban - In TURNING MOVEMENT COUNTS W Grady - In E Grady - In S Interurban - In N Interurban - In TURNING MOVEMENT PERCENTAGE 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) 667 11,710 733 5,642 12,674 1,660 2,305 944 3,572 2,276 866 700 43,749 01: 12am (12am-1am) - 96 12 50 60 3 23 - 8 2 - 2 256 02: 1am (1am-2am) - 62 11 34 37 3 15 - 10 1 - 1 174 03: 2am (2am-3am) - 47 6 28 45 2 13 - 9 - - - 150 04: 3am (3am-4am) - 56 7 72 59 - 25 - 10 1 2 1 233 05: 4am (4am-5am) - 73 15 72 132 5 49 - 26 4 5 1 382 06: 5am (5am-6am) 3 184 30 147 621 29 91 26 63 10 8 21 1,233 07: 6am (6am-7am) 13 359 15 207 1,179 34 202 14 105 16 14 27 2,185 08: 7am (7am-8am) 32 428 30 274 1,371 98 232 29 226 34 20 34 2,808 09: 8am (8am-9am) 29 446 25 296 981 99 188 52 222 38 9 25 2,410 10: 9am (9am-10am) 32 449 28 278 704 82 136 63 233 46 17 19 2,087 11: 10am (10am-11am) 19 497 35 275 589 55 122 27 239 57 20 23 1,958 12: 11am (11am-12noon) 17 586 41 292 601 65 120 25 244 64 24 22 2,101 13: 12pm (12noon-1pm) 21 689 46 335 665 64 112 22 245 104 34 34 2,371 14: 1pm (1pm-2pm) 38 679 52 350 705 80 106 18 203 93 35 26 2,385 15: 2pm (2pm-3pm) 53 883 45 434 725 88 114 29 227 125 51 33 2,807 16: 3pm (3pm-4pm) 73 1,241 52 478 829 107 139 44 263 145 39 34 3,444 17: 4pm (4pm-5pm) 109 1,484 55 474 873 191 112 208 313 238 51 62 4,170 18: 5pm (5pm-6pm) 73 1,226 65 485 833 169 124 106 254 247 55 62 3,699 19: 6pm (6pm-7pm) 88 835 39 339 489 219 100 166 235 426 144 98 3,178 20: 7pm (7pm-8pm) 41 472 34 215 361 152 82 94 166 138 52 47 1,854 21: 8pm (8pm-9pm) 11 350 41 189 279 61 66 19 113 357 184 74 1,744 22: 9pm (9pm-10pm) 9 239 30 131 239 27 70 6 60 136 49 29 1,025 23: 10pm (10pm-11pm) 3 183 17 108 174 18 50 6 40 35 29 9 672 24: 11pm (11pm-12am) 3 145 16 85 96 5 37 2 23 9 7 3 431 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) 5% 89% 6% 28% 63% 8% 34% 14% 52% 59% 23% 18% 01: 12am (12am-1am) 0% 89% 11% 44% 53% 3% 74% 0% 26% 50% 0% 50% 02: 1am (1am-2am) 0% 85% 15% 46% 50% 4% 60% 0% 40% 50% 0% 50% 03: 2am (2am-3am) 0% 89% 11% 37% 60% 3% 59% 0% 41% - - - 04: 3am (3am-4am) 0% 89% 11% 55% 45% 0% 71% 0% 29% 25% 50% 25% 05: 4am (4am-5am) 0% 83% 17% 34% 63% 2% 65% 0% 35% 40% 50% 10% 06: 5am (5am-6am) 1% 85% 14% 18% 78% 4% 51% 14% 35% 26% 21% 54% 07: 6am (6am-7am) 3% 93% 4% 15% 83% 2% 63% 4% 33% 28% 25% 47% 08: 7am (7am-8am) 7% 87% 6% 16% 79% 6% 48% 6% 46% 39% 23% 39% 09: 8am (8am-9am) 6% 89% 5% 22% 71% 7% 41% 11% 48% 53% 13% 35% 10: 9am (9am-10am) 6% 88% 6% 26% 66% 8% 31% 15% 54% 56% 21% 23% 11: 10am (10am-11am) 3% 90% 6% 30% 64% 6% 31% 7% 62% 57% 20% 23% 12: 11am (11am-12noon) 3% 91% 6% 30% 63% 7% 31% 6% 63% 58% 22% 20% 13: 12pm (12noon-1pm) 3% 91% 6% 31% 63% 6% 30% 6% 65% 60% 20% 20% 14: 1pm (1pm-2pm) 5% 88% 7% 31% 62% 7% 32% 6% 62% 60% 23% 17% 15: 2pm (2pm-3pm) 5% 90% 5% 35% 58% 7% 31% 8% 61% 60% 24% 16% 16: 3pm (3pm-4pm) 5% 91% 4% 34% 59% 8% 31% 10% 59% 67% 18% 16% 17: 4pm (4pm-5pm) 7% 90% 3% 31% 57% 12% 18% 33% 49% 68% 15% 18% 18: 5pm (5pm-6pm) 5% 90% 5% 33% 56% 11% 26% 22% 52% 68% 15% 17% 19: 6pm (6pm-7pm) 9% 87% 4% 32% 47% 21% 20% 33% 47% 64% 22% 15% 20: 7pm (7pm-8pm) 7% 86% 6% 30% 50% 21% 24% 27% 49% 58% 22% 20% 21: 8pm (8pm-9pm) 3% 87% 10% 36% 53% 12% 33% 10% 57% 58% 30% 12% 22: 9pm (9pm-10pm) 3% 86% 11% 33% 60% 7% 51% 4% 44% 64% 23% 14% 23: 10pm (10pm-11pm) 1% 90% 8% 36% 58% 6% 52% 6% 42% 48% 40% 12% 24: 11pm (11pm-12am) 2% 88% 10% 46% 52% 3% 60% 3% 37% 47% 37% 16% W Interurban - In E Interurban - In S Fort Dent - In N Fort Dent - In TURNING MOVEMENT COUNTS W Interurban - In E Interurban - In S Fort Dent - In N Fort Dent - In TURNING MOVEMENT PERCENTAGE 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) 8,047 1,450 11,291 389 216 1,201 3,460 16,044 962 1,112 15,069 1,180 60,421 01: 12am (12am-1am) 61 11 66 - 4 7 11 55 3 7 65 14 304 02: 1am (1am-2am) 33 7 44 - 2 4 28 39 3 6 37 6 209 03: 2am (2am-3am) 30 6 32 - - 3 21 43 4 3 37 7 186 04: 3am (3am-4am) 39 10 40 3 - 2 29 94 4 6 37 6 270 05: 4am (4am-5am) 161 56 86 3 - 12 23 129 2 6 108 7 593 06: 5am (5am-6am) 314 37 224 4 - 37 73 1,197 23 21 206 10 2,146 07: 6am (6am-7am) 318 77 360 14 12 82 75 1,896 53 43 347 28 3,305 08: 7am (7am-8am) 488 100 768 36 30 126 106 2,165 52 72 658 22 4,623 09: 8am (8am-9am) 598 137 747 21 11 79 115 1,519 55 59 626 27 3,994 10: 9am (9am-10am) 499 64 678 18 5 53 156 723 41 43 599 30 2,909 11: 10am (10am-11am) 442 67 659 17 5 51 162 629 40 47 669 45 2,833 12: 11am (11am-12noon) 435 61 692 23 8 48 169 735 41 55 725 52 3,044 13: 12pm (12noon-1pm) 456 73 690 21 8 52 217 714 48 55 767 63 3,164 14: 1pm (1pm-2pm) 521 82 705 19 10 60 233 728 44 53 733 66 3,254 15: 2pm (2pm-3pm) 467 77 801 18 8 84 278 718 54 75 1,113 60 3,753 16: 3pm (3pm-4pm) 508 80 924 28 16 92 317 882 76 102 1,708 67 4,800 17: 4pm (4pm-5pm) 544 92 958 42 26 113 383 1,027 108 127 2,278 89 5,787 18: 5pm (5pm-6pm) 469 105 868 42 24 127 342 913 79 127 1,903 101 5,100 19: 6pm (6pm-7pm) 507 73 702 28 13 66 211 603 57 68 1,169 154 3,651 20: 7pm (7pm-8pm) 345 65 435 25 13 33 136 446 54 38 471 80 2,141 21: 8pm (8pm-9pm) 285 81 324 12 8 19 181 354 52 46 318 142 1,822 22: 9pm (9pm-10pm) 222 53 202 9 8 18 74 263 38 25 221 78 1,211 23: 10pm (10pm-11pm) 154 25 167 6 5 17 45 171 11 19 140 36 796 24: 11pm (11pm-12am) 132 28 116 6 5 9 21 94 3 9 85 26 534 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) 39% 7% 54% 22% 12% 67% 17% 78% 5% 6% 87% 7% 01: 12am (12am-1am) 44% 8% 48% 0% 36% 64% 16% 80% 4% 8% 76% 16% 02: 1am (1am-2am) 39% 8% 52% 0% 33% 67% 40% 56% 4% 12% 76% 12% 03: 2am (2am-3am) 44% 9% 47% 0% 0% 100% 31% 63% 6% 6% 79% 15% 04: 3am (3am-4am) 44% 11% 45% 60% 0% 40% 23% 74% 3% 12% 76% 12% 05: 4am (4am-5am) 53% 18% 28% 20% 0% 80% 15% 84% 1% 5% 89% 6% 06: 5am (5am-6am) 55% 6% 39% 10% 0% 90% 6% 93% 2% 9% 87% 4% 07: 6am (6am-7am) 42% 10% 48% 13% 11% 76% 4% 94% 3% 10% 83% 7% 08: 7am (7am-8am) 36% 7% 57% 19% 16% 66% 5% 93% 2% 10% 88% 3% 09: 8am (8am-9am) 40% 9% 50% 19% 10% 71% 7% 90% 3% 8% 88% 4% 10: 9am (9am-10am) 40% 5% 55% 24% 7% 70% 17% 79% 4% 6% 89% 4% 11: 10am (10am-11am) 38% 6% 56% 23% 7% 70% 19% 76% 5% 6% 88% 6% 12: 11am (11am-12noon) 37% 5% 58% 29% 10% 61% 18% 78% 4% 7% 87% 6% 13: 12pm (12noon-1pm) 37% 6% 57% 26% 10% 64% 22% 73% 5% 6% 87% 7% 14: 1pm (1pm-2pm) 40% 6% 54% 21% 11% 67% 23% 72% 4% 6% 86% 8% 15: 2pm (2pm-3pm) 35% 6% 60% 16% 7% 76% 26% 68% 5% 6% 89% 5% 16: 3pm (3pm-4pm) 34% 5% 61% 21% 12% 68% 25% 69% 6% 5% 91% 4% 17: 4pm (4pm-5pm) 34% 6% 60% 23% 14% 62% 25% 68% 7% 5% 91% 4% 18: 5pm (5pm-6pm) 33% 7% 60% 22% 12% 66% 26% 68% 6% 6% 89% 5% 19: 6pm (6pm-7pm) 40% 6% 55% 26% 12% 62% 24% 69% 7% 5% 84% 11% 20: 7pm (7pm-8pm) 41% 8% 51% 35% 18% 46% 21% 70% 8% 6% 80% 14% 21: 8pm (8pm-9pm) 41% 12% 47% 31% 21% 49% 31% 60% 9% 9% 63% 28% 22: 9pm (9pm-10pm) 47% 11% 42% 26% 23% 51% 20% 70% 10% 8% 68% 24% 23: 10pm (10pm-11pm) 45% 7% 48% 21% 18% 61% 20% 75% 5% 10% 72% 18% 24: 11pm (11pm-12am) 48% 10% 42% 30% 25% 45% 18% 80% 3% 8% 71% 22% W 156th/Ramps - In E 156th - In S Valley Hwy - In N Valley Hwy - In TURNING MOVEMENT COUNTS W 156th/Ramps - In E 156th - In S Valley Hwy - In N Valley Hwy - In TURNING MOVEMENT PERCENTAGE 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) 2,603 17,965 518 1,601 15,946 854 309 158 1,562 213 141 1,368 43,238 01: 12am (12am-1am) 7 114 3 10 74 2 3 - 10 1 - 9 233 02: 1am (1am-2am) 5 72 4 6 46 1 - - 8 1 - 4 147 03: 2am (2am-3am) 3 55 2 4 46 2 2 - 4 - - 2 120 04: 3am (3am-4am) 2 64 4 14 75 1 4 - 9 - - 3 176 05: 4am (4am-5am) 7 124 6 18 200 9 5 - 12 - - 2 383 06: 5am (5am-6am) 17 274 20 45 542 18 10 - 20 2 - 5 953 07: 6am (6am-7am) 54 487 24 82 770 51 17 3 29 3 3 19 1,542 08: 7am (7am-8am) 71 741 31 124 1,265 24 19 6 40 4 6 37 2,368 09: 8am (8am-9am) 89 806 33 150 1,334 24 21 6 53 5 3 45 2,569 10: 9am (9am-10am) 95 774 34 96 1,057 42 19 6 70 7 8 48 2,256 11: 10am (10am-11am) 123 836 41 100 931 46 16 6 72 9 9 63 2,252 12: 11am (11am-12noon) 164 994 23 97 913 59 21 12 71 17 8 74 2,453 13: 12pm (12noon-1pm) 185 1,084 28 109 993 58 18 14 72 17 12 94 2,684 14: 1pm (1pm-2pm) 192 1,191 31 107 1,006 59 19 9 84 15 11 93 2,817 15: 2pm (2pm-3pm) 198 1,353 38 108 1,031 52 25 11 101 23 14 99 3,053 16: 3pm (3pm-4pm) 220 1,549 34 104 1,092 56 22 14 147 22 14 121 3,395 17: 4pm (4pm-5pm) 226 1,798 44 98 1,137 52 32 18 216 17 15 120 3,773 18: 5pm (5pm-6pm) 253 1,796 51 88 964 49 24 23 253 14 14 127 3,656 19: 6pm (6pm-7pm) 207 1,355 29 63 797 60 14 9 109 15 6 103 2,767 20: 7pm (7pm-8pm) 157 897 17 52 623 58 8 6 50 13 6 92 1,979 21: 8pm (8pm-9pm) 143 636 14 43 425 51 10 3 52 11 3 85 1,476 22: 9pm (9pm-10pm) 100 497 11 32 272 45 7 3 36 8 3 63 1,077 23: 10pm (10pm-11pm) 55 294 9 22 199 26 6 3 21 6 3 34 678 24: 11pm (11pm-12am) 31 200 6 14 124 12 2 2 16 5 - 25 437 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) 12% 85% 2% 9% 87% 5% 15% 8% 77% 12% 8% 79% 01: 12am (12am-1am) 6% 92% 2% 12% 86% 2% 23% 0% 77% 10% 0% 90% 02: 1am (1am-2am) 6% 89% 5% 11% 87% 2% 0% 0% 100% 20% 0% 80% 03: 2am (2am-3am) 5% 92% 3% 8% 88% 4% 33% 0% 67% 0% 0% 100% 04: 3am (3am-4am) 3% 91% 6% 16% 83% 1% 31% 0% 69% 0% 0% 100% 05: 4am (4am-5am) 5% 91% 4% 8% 88% 4% 29% 0% 71% 0% 0% 100% 06: 5am (5am-6am) 5% 88% 6% 7% 90% 3% 33% 0% 67% 29% 0% 71% 07: 6am (6am-7am) 10% 86% 4% 9% 85% 6% 35% 6% 59% 12% 12% 76% 08: 7am (7am-8am) 8% 88% 4% 9% 90% 2% 29% 9% 62% 9% 13% 79% 09: 8am (8am-9am) 10% 87% 4% 10% 88% 2% 26% 8% 66% 9% 6% 85% 10: 9am (9am-10am) 11% 86% 4% 8% 88% 4% 20% 6% 74% 11% 13% 76% 11: 10am (10am-11am) 12% 84% 4% 9% 86% 4% 17% 6% 77% 11% 11% 78% 12: 11am (11am-12noon) 14% 84% 2% 9% 85% 6% 20% 12% 68% 17% 8% 75% 13: 12pm (12noon-1pm) 14% 84% 2% 9% 86% 5% 17% 13% 69% 14% 10% 76% 14: 1pm (1pm-2pm) 14% 84% 2% 9% 86% 5% 17% 8% 75% 13% 9% 78% 15: 2pm (2pm-3pm) 12% 85% 2% 9% 87% 4% 18% 8% 74% 17% 10% 73% 16: 3pm (3pm-4pm) 12% 86% 2% 8% 87% 4% 12% 8% 80% 14% 9% 77% 17: 4pm (4pm-5pm) 11% 87% 2% 8% 88% 4% 12% 7% 81% 11% 10% 79% 18: 5pm (5pm-6pm) 12% 86% 2% 8% 88% 4% 8% 8% 84% 9% 9% 82% 19: 6pm (6pm-7pm) 13% 85% 2% 7% 87% 7% 11% 7% 83% 12% 5% 83% 20: 7pm (7pm-8pm) 15% 84% 2% 7% 85% 8% 13% 9% 78% 12% 5% 83% 21: 8pm (8pm-9pm) 18% 80% 2% 8% 82% 10% 15% 5% 80% 11% 3% 86% 22: 9pm (9pm-10pm) 16% 82% 2% 9% 78% 13% 15% 7% 78% 11% 4% 85% 23: 10pm (10pm-11pm) 15% 82% 3% 9% 81% 11% 20% 10% 70% 14% 7% 79% 24: 11pm (11pm-12am) 13% 84% 3% 9% 83% 8% 10% 10% 80% 17% 0% 83% W Grady - In E Grady - In S Maple - In N Maple - In TURNING MOVEMENT COUNTS W Grady - In E Grady - In S Maple - In N Maple - In TURNING MOVEMENT PERCENTAGE 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)4,161 10,968 10,060 11,833 8,646 583 10,459 12,175 9,472 1,148 15,179 3,708 98,392 01: 12am (12am-1am)22 55 57 79 27 2 51 69 72 11 294 30 769 02: 1am (1am-2am)8 39 56 50 14 2 36 61 48 4 169 10 497 03: 2am (2am-3am)4 26 35 46 13 1 49 42 41 3 72 10 342 04: 3am (3am-4am)8 40 43 65 17 4 94 127 53 2 54 7 514 05: 4am (4am-5am)18 59 74 192 47 10 266 543 153 1 70 6 1,439 06: 5am (5am-6am)87 134 149 495 183 22 541 679 359 3 296 31 2,979 07: 6am (6am-7am)150 268 216 649 470 19 598 890 483 11 419 88 4,261 08: 7am (7am-8am)281 469 320 919 781 28 817 975 844 21 488 187 6,130 09: 8am (8am-9am)271 527 315 895 887 29 841 881 651 31 536 215 6,079 10: 9am (9am-10am)298 451 379 618 643 39 645 693 553 39 577 184 5,119 11: 10am (10am-11am)224 483 431 566 506 28 630 606 494 49 594 204 4,815 12: 11am (11am-12noon)279 553 530 637 482 42 583 605 437 55 733 213 5,149 13: 12pm (12noon-1pm)273 573 615 626 531 41 576 614 428 81 793 303 5,454 14: 1pm (1pm-2pm)297 629 687 724 569 44 586 672 376 80 1,070 273 6,007 15: 2pm (2pm-3pm)261 794 807 842 533 43 533 764 543 83 1,312 292 6,807 16: 3pm (3pm-4pm)335 991 911 832 595 39 619 609 568 108 1,326 323 7,256 17: 4pm (4pm-5pm)285 1,288 1,042 706 614 38 611 570 597 125 1,202 350 7,428 18: 5pm (5pm-6pm)345 1,264 1,041 711 508 47 615 603 680 122 1,135 271 7,342 19: 6pm (6pm-7pm)271 911 746 612 420 27 536 569 566 105 975 230 5,968 20: 7pm (7pm-8pm)183 514 552 514 324 24 449 523 410 82 833 198 4,606 21: 8pm (8pm-9pm)136 417 343 355 225 19 301 338 327 67 760 131 3,419 22: 9pm (9pm-10pm)97 286 282 318 125 12 213 326 292 49 606 82 2,688 23: 10pm (10pm-11pm)52 178 193 219 76 9 193 273 205 23 440 60 1,921 24: 11pm (11pm-12am)25 127 109 185 50 6 87 151 138 26 465 39 1,408 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)17%44%40%56%41%3%33%38%30%6%76%19% 01: 12am (12am-1am)16%41%43%73%25%2%27%36%38%3%88%9% 02: 1am (1am-2am)8%38%54%76%21%3%25%42%33%2%92%5% 03: 2am (2am-3am)6%40%54%77%22%2%37%32%31%4%85%12% 04: 3am (3am-4am)9%44%47%76%20%5%34%46%19%3%86%11% 05: 4am (4am-5am)12%39%49%77%19%4%28%56%16%1%91%8% 06: 5am (5am-6am)24%36%40%71%26%3%34%43%23%1%90%9% 07: 6am (6am-7am)24%42%34%57%41%2%30%45%25%2%81%17% 08: 7am (7am-8am)26%44%30%53%45%2%31%37%32%3%70%27% 09: 8am (8am-9am)24%47%28%49%49%2%35%37%27%4%69%27% 10: 9am (9am-10am)26%40%34%48%49%3%34%37%29%5%72%23% 11: 10am (10am-11am)20%42%38%51%46%3%36%35%29%6%70%24% 12: 11am (11am-12noon)20%41%39%55%42%4%36%37%27%5%73%21% 13: 12pm (12noon-1pm)19%39%42%52%44%3%36%38%26%7%67%26% 14: 1pm (1pm-2pm)18%39%43%54%43%3%36%41%23%6%75%19% 15: 2pm (2pm-3pm)14%43%43%59%38%3%29%42%30%5%78%17% 16: 3pm (3pm-4pm)15%44%41%57%41%3%34%34%32%6%75%18% 17: 4pm (4pm-5pm)11%49%40%52%45%3%34%32%34%7%72%21% 18: 5pm (5pm-6pm)13%48%39%56%40%4%32%32%36%8%74%18% 19: 6pm (6pm-7pm)14%47%39%58%40%3%32%34%34%8%74%18% 20: 7pm (7pm-8pm)15%41%44%60%38%3%32%38%30%7%75%18% 21: 8pm (8pm-9pm)15%47%38%59%38%3%31%35%34%7%79%14% 22: 9pm (9pm-10pm)15%43%42%70%27%3%26%39%35%7%82%11% 23: 10pm (10pm-11pm)12%42%46%72%25%3%29%41%31%4%84%11% 24: 11pm (11pm-12am)10%49%42%77%21%2%23%40%37%5%88%7% Grady - W - In Grady - E - In Rainier - S - In Rainier - N - In TURNING MOVEMENT COUNTS Grady - W - In Grady - E - In Rainier - S - In Rainier - N - In TURNING MOVEMENT PERCENTAGE 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) - - - 788 381 3,130 894 21,655 - - 17,562 10,266 54,676 01: 12am (12am-1am) - - - 9 5 18 6 158 - - 242 104 542 02: 1am (1am-2am) - - - 2 3 12 4 109 - - 154 57 341 03: 2am (2am-3am) - - - 4 2 12 4 94 - - 87 51 254 04: 3am (3am-4am) - - - 3 6 17 13 191 - - 64 75 369 05: 4am (4am-5am) - - - 7 8 51 38 704 - - 89 143 1,040 06: 5am (5am-6am) - - - 20 13 85 59 1,141 - - 275 353 1,946 07: 6am (6am-7am) - - - 38 21 144 41 1,407 - - 450 520 2,621 08: 7am (7am-8am) - - - 55 29 240 52 1,701 - - 538 687 3,302 09: 8am (8am-9am) - - - 41 36 276 65 1,515 - - 592 671 3,196 10: 9am (9am-10am) - - - 42 31 229 59 1,284 - - 572 578 2,795 11: 10am (10am-11am) - - - 52 22 202 52 1,158 - - 684 551 2,721 12: 11am (11am-12noon) - - - 61 20 201 55 1,091 - - 862 551 2,841 13: 12pm (12noon-1pm) - - - 52 22 190 58 1,119 - - 1,020 579 3,040 14: 1pm (1pm-2pm) - - - 60 23 183 51 1,117 - - 1,352 608 3,394 15: 2pm (2pm-3pm) - - - 57 15 163 47 1,259 - - 1,575 668 3,784 16: 3pm (3pm-4pm) - - - 51 16 180 44 1,215 - - 1,677 602 3,785 17: 4pm (4pm-5pm) - - - 45 17 193 38 1,163 - - 1,632 546 3,634 18: 5pm (5pm-6pm) - - - 37 19 170 51 1,244 - - 1,500 603 3,624 19: 6pm (6pm-7pm) - - - 44 17 162 42 1,084 - - 1,161 594 3,104 20: 7pm (7pm-8pm) - - - 40 16 143 39 884 - - 907 487 2,516 21: 8pm (8pm-9pm) - - - 31 14 104 36 661 - - 709 400 1,955 22: 9pm (9pm-10pm) - - - 21 16 72 26 610 - - 565 364 1,674 23: 10pm (10pm-11pm) - - - 15 9 48 20 478 - - 440 253 1,263 24: 11pm (11pm-12am) - - - 11 5 26 11 276 - - 408 203 940 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) - - - 18% 9% 73% 4% 96% 0% 0% 63% 37% 01: 12am (12am-1am) - - - 28% 16% 56% 4% 96% 0% 0% 70% 30% 02: 1am (1am-2am) - - - 12% 18% 71% 4% 96% 0% 0% 73% 27% 03: 2am (2am-3am) - - - 22% 11% 67% 4% 96% 0% 0% 63% 37% 04: 3am (3am-4am) - - - 12% 23% 65% 6% 94% 0% 0% 46% 54% 05: 4am (4am-5am) - - - 11% 12% 77% 5% 95% 0% 0% 38% 62% 06: 5am (5am-6am) - - - 17% 11% 72% 5% 95% 0% 0% 44% 56% 07: 6am (6am-7am) - - - 19% 10% 71% 3% 97% 0% 0% 46% 54% 08: 7am (7am-8am) - - - 17% 9% 74% 3% 97% 0% 0% 44% 56% 09: 8am (8am-9am) - - - 12% 10% 78% 4% 96% 0% 0% 47% 53% 10: 9am (9am-10am) - - - 14% 10% 76% 4% 96% 0% 0% 50% 50% 11: 10am (10am-11am) - - - 19% 8% 73% 4% 96% 0% 0% 55% 45% 12: 11am (11am-12noon) - - - 22% 7% 71% 5% 95% 0% 0% 61% 39% 13: 12pm (12noon-1pm) - - - 20% 8% 72% 5% 95% 0% 0% 64% 36% 14: 1pm (1pm-2pm) - - - 23% 9% 69% 4% 96% 0% 0% 69% 31% 15: 2pm (2pm-3pm) - - - 24% 6% 69% 4% 96% 0% 0% 70% 30% 16: 3pm (3pm-4pm) - - - 21% 6% 73% 3% 97% 0% 0% 74% 26% 17: 4pm (4pm-5pm) - - - 18% 7% 76% 3% 97% 0% 0% 75% 25% 18: 5pm (5pm-6pm) - - - 16% 8% 75% 4% 96% 0% 0% 71% 29% 19: 6pm (6pm-7pm) - - - 20% 8% 73% 4% 96% 0% 0% 66% 34% 20: 7pm (7pm-8pm) - - - 20% 8% 72% 4% 96% 0% 0% 65% 35% 21: 8pm (8pm-9pm) - - - 21% 9% 70% 5% 95% 0% 0% 64% 36% 22: 9pm (9pm-10pm) - - - 19% 15% 66% 4% 96% 0% 0% 61% 39% 23: 10pm (10pm-11pm) - - - 21% 13% 67% 4% 96% 0% 0% 63% 37% 24: 11pm (11pm-12am) - - - 26% 12% 62% 4% 96% 0% 0% 67% 33% E Ramp - In S Rainer - In N Rainer - In TURNING MOVEMENT COUNTS E Ramp - In S Rainer - In N Rainer - In TURNING MOVEMENT PERCENTAGE 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) - - - - - - - - - - 31,309 2,414 33,723 01: 12am (12am-1am) - - - - - - - - - - 375 10 385 02: 1am (1am-2am) - - - - - - - - - - 248 6 254 03: 2am (2am-3am) - - - - - - - - - - 169 5 174 04: 3am (3am-4am) - - - - - - - - - - 131 8 139 05: 4am (4am-5am) - - - - - - - - - - 231 20 251 06: 5am (5am-6am) - - - - - - - - - - 708 29 737 07: 6am (6am-7am) - - - - - - - - - - 1,249 30 1,279 08: 7am (7am-8am) - - - - - - - - - - 1,503 59 1,562 09: 8am (8am-9am) - - - - - - - - - - 1,452 51 1,503 10: 9am (9am-10am) - - - - - - - - - - 1,343 57 1,400 11: 10am (10am-11am) - - - - - - - - - - 1,516 77 1,593 12: 11am (11am-12noon) - - - - - - - - - - 1,683 138 1,821 13: 12pm (12noon-1pm) - - - - - - - - - - 1,869 163 2,032 14: 1pm (1pm-2pm) - - - - - - - - - - 2,269 188 2,457 15: 2pm (2pm-3pm) - - - - - - - - - - 2,498 210 2,708 16: 3pm (3pm-4pm) - - - - - - - - - - 2,580 237 2,817 17: 4pm (4pm-5pm) - - - - - - - - - - 2,336 265 2,601 18: 5pm (5pm-6pm) - - - - - - - - - - 2,056 293 2,349 19: 6pm (6pm-7pm) - - - - - - - - - - 1,905 197 2,102 20: 7pm (7pm-8pm) - - - - - - - - - - 1,584 139 1,723 21: 8pm (8pm-9pm) - - - - - - - - - - 1,184 107 1,291 22: 9pm (9pm-10pm) - - - - - - - - - - 972 70 1,042 23: 10pm (10pm-11pm) - - - - - - - - - - 797 37 834 24: 11pm (11pm-12am) - - - - - - - - - - 655 19 674 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) - - - - - - - - - 0% 93% 7% 01: 12am (12am-1am) - - - - - - - - - 0% 97% 3% 02: 1am (1am-2am) - - - - - - - - - 0% 98% 2% 03: 2am (2am-3am) - - - - - - - - - 0% 97% 3% 04: 3am (3am-4am) - - - - - - - - - 0% 94% 6% 05: 4am (4am-5am) - - - - - - - - - 0% 92% 8% 06: 5am (5am-6am) - - - - - - - - - 0% 96% 4% 07: 6am (6am-7am) - - - - - - - - - 0% 98% 2% 08: 7am (7am-8am) - - - - - - - - - 0% 96% 4% 09: 8am (8am-9am) - - - - - - - - - 0% 97% 3% 10: 9am (9am-10am) - - - - - - - - - 0% 96% 4% 11: 10am (10am-11am) - - - - - - - - - 0% 95% 5% 12: 11am (11am-12noon) - - - - - - - - - 0% 92% 8% 13: 12pm (12noon-1pm) - - - - - - - - - 0% 92% 8% 14: 1pm (1pm-2pm) - - - - - - - - - 0% 92% 8% 15: 2pm (2pm-3pm) - - - - - - - - - 0% 92% 8% 16: 3pm (3pm-4pm) - - - - - - - - - 0% 92% 8% 17: 4pm (4pm-5pm) - - - - - - - - - 0% 90% 10% 18: 5pm (5pm-6pm) - - - - - - - - - 0% 88% 12% 19: 6pm (6pm-7pm) - - - - - - - - - 0% 91% 9% 20: 7pm (7pm-8pm) - - - - - - - - - 0% 92% 8% 21: 8pm (8pm-9pm) - - - - - - - - - 0% 92% 8% 22: 9pm (9pm-10pm) - - - - - - - - - 0% 93% 7% 23: 10pm (10pm-11pm) - - - - - - - - - 0% 96% 4% 24: 11pm (11pm-12am) - - - - - - - - - 0% 97% 3% N 167 - Out TURNING MOVEMENT COUNTS N 167 - Out TURNING MOVEMENT PERCENTAGE 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) - - - - - 3,797 - 33,069 - - - - 36,866 01: 12am (12am-1am) - - - - - 40 - 193 - - - - 233 02: 1am (1am-2am) - - - - - 24 - 167 - - - - 191 03: 2am (2am-3am) - - - - - 14 - 247 - - - - 261 04: 3am (3am-4am) - - - - - 20 - 685 - - - - 705 05: 4am (4am-5am) - - - - - 59 - 1,560 - - - - 1,619 06: 5am (5am-6am) - - - - - 137 - 2,306 - - - - 2,443 07: 6am (6am-7am) - - - - - 167 - 2,324 - - - - 2,491 08: 7am (7am-8am) - - - - - 265 - 2,203 - - - - 2,468 09: 8am (8am-9am) - - - - - 284 - 1,813 - - - - 2,097 10: 9am (9am-10am) - - - - - 244 - 1,764 - - - - 2,008 11: 10am (10am-11am) - - - - - 212 - 1,779 - - - - 1,991 12: 11am (11am-12noon) - - - - - 191 - 1,790 - - - - 1,981 13: 12pm (12noon-1pm) - - - - - 206 - 1,767 - - - - 1,973 14: 1pm (1pm-2pm) - - - - - 208 - 1,684 - - - - 1,892 15: 2pm (2pm-3pm) - - - - - 218 - 1,634 - - - - 1,852 16: 3pm (3pm-4pm) - - - - - 213 - 1,676 - - - - 1,889 17: 4pm (4pm-5pm) - - - - - 205 - 1,713 - - - - 1,918 18: 5pm (5pm-6pm) - - - - - 242 - 1,659 - - - - 1,901 19: 6pm (6pm-7pm) - - - - - 217 - 1,645 - - - - 1,862 20: 7pm (7pm-8pm) - - - - - 181 - 1,404 - - - - 1,585 21: 8pm (8pm-9pm) - - - - - 149 - 1,048 - - - - 1,197 22: 9pm (9pm-10pm) - - - - - 131 - 963 - - - - 1,094 23: 10pm (10pm-11pm) - - - - - 103 - 668 - - - - 771 24: 11pm (11pm-12am) - - - - - 63 - 381 - - - - 444 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) - - - 0% 0% 100% 0% 100% 0% - - - 01: 12am (12am-1am) - - - 0% 0% 100% 0% 100% 0% - - - 02: 1am (1am-2am) - - - 0% 0% 100% 0% 100% 0% - - - 03: 2am (2am-3am) - - - 0% 0% 100% 0% 100% 0% - - - 04: 3am (3am-4am) - - - 0% 0% 100% 0% 100% 0% - - - 05: 4am (4am-5am) - - - 0% 0% 100% 0% 100% 0% - - - 06: 5am (5am-6am) - - - 0% 0% 100% 0% 100% 0% - - - 07: 6am (6am-7am) - - - 0% 0% 100% 0% 100% 0% - - - 08: 7am (7am-8am) - - - 0% 0% 100% 0% 100% 0% - - - 09: 8am (8am-9am) - - - 0% 0% 100% 0% 100% 0% - - - 10: 9am (9am-10am) - - - 0% 0% 100% 0% 100% 0% - - - 11: 10am (10am-11am) - - - 0% 0% 100% 0% 100% 0% - - - 12: 11am (11am-12noon) - - - 0% 0% 100% 0% 100% 0% - - - 13: 12pm (12noon-1pm) - - - 0% 0% 100% 0% 100% 0% - - - 14: 1pm (1pm-2pm) - - - 0% 0% 100% 0% 100% 0% - - - 15: 2pm (2pm-3pm) - - - 0% 0% 100% 0% 100% 0% - - - 16: 3pm (3pm-4pm) - - - 0% 0% 100% 0% 100% 0% - - - 17: 4pm (4pm-5pm) - - - 0% 0% 100% 0% 100% 0% - - - 18: 5pm (5pm-6pm) - - - 0% 0% 100% 0% 100% 0% - - - 19: 6pm (6pm-7pm) - - - 0% 0% 100% 0% 100% 0% - - - 20: 7pm (7pm-8pm) - - - 0% 0% 100% 0% 100% 0% - - - 21: 8pm (8pm-9pm) - - - 0% 0% 100% 0% 100% 0% - - - 22: 9pm (9pm-10pm) - - - 0% 0% 100% 0% 100% 0% - - - 23: 10pm (10pm-11pm) - - - 0% 0% 100% 0% 100% 0% - - - 24: 11pm (11pm-12am) - - - 0% 0% 100% 0% 100% 0% - - - E Ramp - In S 167 - In TURNING MOVEMENT COUNTS E Ramp - In S 167 - In TURNING MOVEMENT PERCENTAGE 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) 794 2,294 1,037 249 721 469 557 6,408 227 441 4,435 783 18,415 01: 12am (12am‐1am)‐ 12 2 2 1 1 4 8 ‐ ‐ 12 ‐ 42 02: 1am (1am‐2am)‐ 21 15 ‐ 7 ‐ ‐ 13 ‐ ‐ 16 ‐ 72 03: 2am (2am‐3am)‐ 19 2 2 1 2 ‐ 10 ‐ 2 16 ‐ 54 04: 3am (3am‐4am)‐ 12 ‐ 2 7 11 8 11 ‐ 2 4 3 60 05: 4am (4am‐5am) 4 11 4 ‐ 7 11 17 42 4 2 18 2 122 06: 5am (5am‐6am) 12 31 12 2 26 9 54 176 4 9 70 4 409 07: 6am (6am‐7am) 79 51 17 8 45 31 44 376 6 11 112 10 790 08: 7am (7am‐8am) 76 78 16 23 88 64 75 747 39 14 185 75 1,480 09: 8am (8am‐9am) 55 126 23 18 54 86 63 555 6 16 273 77 1,352 10: 9am (9am‐10am) 36 130 13 14 43 49 19 462 10 10 213 27 1,026 11: 10am (10am‐11am) 23 101 19 21 33 31 16 251 14 10 191 21 731 12: 11am (11am‐12noon) 30 129 36 25 40 18 24 315 19 18 236 27 917 13: 12pm (12noon‐1pm) 46 105 34 15 39 33 25 349 36 29 318 51 1,080 14: 1pm (1pm‐2pm) 30 127 46 15 75 24 41 391 15 31 239 27 1,061 15: 2pm (2pm‐3pm) 41 179 78 13 32 25 15 397 13 28 335 38 1,194 16: 3pm (3pm‐4pm) 73 223 101 15 34 24 53 465 6 33 537 51 1,615 17: 4pm (4pm‐5pm) 106 295 187 42 64 12 42 484 4 99 677 110 2,122 18: 5pm (5pm‐6pm) 92 175 173 10 31 10 23 490 8 50 451 86 1,599 19: 6pm (6pm‐7pm) 45 156 91 11 30 4 14 321 25 15 236 28 976 20: 7pm (7pm‐8pm) 10 96 17 4 17 6 8 217 2 21 125 63 586 21: 8pm (8pm‐9pm) 26 74 68 ‐ 14 6 5 112 4 9 90 53 461 22: 9pm (9pm‐10pm) 3 54 64 1 20 ‐ 3 140 2 13 52 4 356 23: 10pm (10pm‐11pm) 1 62 4 ‐ 6 2 2 66 ‐ 2 16 2 163 24: 11pm (11pm‐12am) 1 29 4 ‐ 3 1 1 14 ‐ 6 18 6 83 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) 19% 56% 25% 17% 50% 33% 8% 89% 3% 8% 78% 14% 01: 12am (12am‐1am) 0% 86% 14% 50% 25% 25% 33% 67% 0% 0% 100% 0% 02: 1am (1am‐2am) 0% 58% 42% 0% 100% 0% 0% 100% 0% 0% 100% 0% 03: 2am (2am‐3am) 0% 90% 10% 40% 20% 40% 0% 100% 0% 11% 89% 0% 04: 3am (3am‐4am) 0% 100% 0% 10% 35% 55% 42% 58% 0% 22% 44% 33% 05: 4am (4am‐5am) 21% 58% 21% 0% 39% 61% 27% 67% 6% 9% 82% 9% 06: 5am (5am‐6am) 22% 56% 22% 5% 70% 24% 23% 75% 2% 11% 84% 5% 07: 6am (6am‐7am) 54% 35% 12% 10% 54% 37% 10% 88% 1% 8% 84% 8% 08: 7am (7am‐8am) 45% 46% 9% 13% 50% 37% 9% 87% 5% 5% 68% 27% 09: 8am (8am‐9am) 27% 62% 11% 11% 34% 54% 10% 89% 1% 4% 75% 21% 10: 9am (9am‐10am) 20% 73% 7% 13% 41% 46% 4% 94% 2% 4% 85% 11% 11: 10am (10am‐11am) 16% 71% 13% 25% 39% 36% 6% 89% 5% 5% 86% 9% 12: 11am (11am‐12noon) 15% 66% 18% 30% 48% 22% 7% 88% 5% 6% 84% 10% 13: 12pm (12noon‐1pm) 25% 57% 18% 17% 45% 38% 6% 85% 9% 7% 80% 13% 14: 1pm (1pm‐2pm) 15% 63% 23% 13% 66% 21% 9% 87% 3% 10% 80% 9% 15: 2pm (2pm‐3pm) 14% 60% 26% 19% 46% 36% 4% 93% 3% 7% 84% 9% 16: 3pm (3pm‐4pm) 18% 56% 25% 21% 47% 33% 10% 89% 1% 5% 86% 8% 17: 4pm (4pm‐5pm) 18% 50% 32% 36% 54% 10% 8% 91% 1% 11% 76% 12% 18: 5pm (5pm‐6pm) 21% 40% 39% 20% 61% 20% 4% 94% 2% 9% 77% 15% 19: 6pm (6pm‐7pm) 15% 53% 31% 24% 67% 9% 4% 89% 7% 5% 85% 10% 20: 7pm (7pm‐8pm) 8% 78% 14% 15% 63% 22% 4% 96% 1% 10% 60% 30% 21: 8pm (8pm‐9pm) 15% 44% 40% 0% 70% 30% 4% 93% 3% 6% 59% 35% 22: 9pm (9pm‐10pm) 2% 45% 53% 5% 95% 0% 2% 97% 1% 19% 75% 6% 23: 10pm (10pm‐11pm) 1% 93% 6% 0% 75% 25% 3% 97% 0% 10% 80% 10% 24: 11pm (11pm‐12am) 3% 85% 12% 0% 75% 25% 7% 93% 0% 20% 60% 20% 27th St (W) 27th St (E) Lind Ave (S) Lind Ave (N) TURNING MOVEMENT COUNTS 27th St (W) 27th St (E) Lind Ave (S) Lind Ave (N) TURNING MOVEMENT PERCENTAGE 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) 852 920 905 277 734 330 1,091 6,339 298 443 5,144 482 17,815 01: 12am (12am‐1am)‐ 28 2 ‐ 8 ‐ ‐ 11 3 3 15 ‐ 70 02: 1am (1am‐2am)‐ 4 2 ‐ ‐ ‐ ‐ 17 3 ‐ 33 ‐ 59 03: 2am (2am‐3am)‐ ‐ 17 3 9 3 2 3 2 3 19 ‐ 61 04: 3am (3am‐4am)‐ 4 11 13 8 ‐ 2 19 4 ‐ 11 2 74 05: 4am (4am‐5am) 2 11 12 ‐ 10 43 98 59 ‐ 3 27 2 267 06: 5am (5am‐6am) 2 15 15 ‐ 25 20 114 230 3 6 73 11 514 07: 6am (6am‐7am) 22 19 12 12 93 4 114 430 12 42 103 13 876 08: 7am (7am‐8am) 42 13 21 22 222 49 194 830 31 20 135 54 1,633 09: 8am (8am‐9am) 49 18 34 24 61 14 77 596 17 10 244 100 1,244 10: 9am (9am‐10am) 33 27 32 26 46 19 79 479 11 11 217 54 1,034 11: 10am (10am‐11am) 36 49 38 15 28 30 34 248 17 28 201 18 742 12: 11am (11am‐12noon) 37 47 51 18 27 26 54 325 33 26 278 20 942 13: 12pm (12noon‐1pm) 48 71 93 22 32 15 54 361 10 32 311 33 1,082 14: 1pm (1pm‐2pm) 38 111 51 15 32 27 53 417 27 30 277 38 1,116 15: 2pm (2pm‐3pm) 56 127 80 14 30 13 40 388 13 49 383 33 1,226 16: 3pm (3pm‐4pm) 151 105 117 19 23 31 63 376 19 23 618 28 1,573 17: 4pm (4pm‐5pm) 119 111 148 31 25 10 34 404 22 83 873 22 1,882 18: 5pm (5pm‐6pm) 103 80 81 17 13 10 39 417 28 36 607 12 1,443 19: 6pm (6pm‐7pm) 71 17 36 6 18 9 41 289 10 18 317 18 850 20: 7pm (7pm‐8pm) 26 21 33 4 10 4 5 190 4 8 148 2 455 21: 8pm (8pm‐9pm) 9 5 12 ‐ 5 5 6 108 ‐ ‐ 142 6 298 22: 9pm (9pm‐10pm) 2 23 7 ‐ 5 ‐ ‐ 129 7 7 105 ‐ 285 23: 10pm (10pm‐11pm) 3 10 ‐ 4 4 3 2 66 7 7 46 2 154 24: 11pm (11pm‐12am)‐ 5 5 ‐ 4 3 ‐ 17 4 4 20 2 64 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) 32% 34% 34% 21% 55% 25% 14% 82% 4% 7% 85% 8% 01: 12am (12am‐1am) 0% 93% 7% 0% 100% 0% 0% 79% 21% 17% 83% 0% 02: 1am (1am‐2am) 0% 67% 33%‐‐‐0% 85% 15% 0% 100% 0% 03: 2am (2am‐3am) 0% 0% 100% 20% 60% 20% 29% 43% 29% 14% 86% 0% 04: 3am (3am‐4am) 0% 27% 73% 62% 38% 0% 8% 76% 16% 0% 85% 15% 05: 4am (4am‐5am) 8% 44% 48% 0% 19% 81% 62% 38% 0% 9% 84% 6% 06: 5am (5am‐6am) 6% 47% 47% 0% 56% 44% 33% 66% 1% 7% 81% 12% 07: 6am (6am‐7am) 42% 36% 23% 11% 85% 4% 21% 77% 2% 27% 65% 8% 08: 7am (7am‐8am) 55% 17% 28% 8% 76% 17% 18% 79% 3% 10% 65% 26% 09: 8am (8am‐9am) 49% 18% 34% 24% 62% 14% 11% 86% 2% 3% 69% 28% 10: 9am (9am‐10am) 36% 29% 35% 29% 51% 21% 14% 84% 2% 4% 77% 19% 11: 10am (10am‐11am) 29% 40% 31% 21% 38% 41% 11% 83% 6% 11% 81% 7% 12: 11am (11am‐12noon) 27% 35% 38% 25% 38% 37% 13% 79% 8% 8% 86% 6% 13: 12pm (12noon‐1pm) 23% 33% 44% 32% 46% 22% 13% 85% 2% 9% 83% 9% 14: 1pm (1pm‐2pm) 19% 56% 26% 20% 43% 36% 11% 84% 5% 9% 80% 11% 15: 2pm (2pm‐3pm) 21% 48% 30% 25% 53% 23% 9% 88% 3% 11% 82% 7% 16: 3pm (3pm‐4pm) 40% 28% 31% 26% 32% 42% 14% 82% 4% 3% 92% 4% 17: 4pm (4pm‐5pm) 31% 29% 39% 47% 38% 15% 7% 88% 5% 8% 89% 2% 18: 5pm (5pm‐6pm) 39% 30% 31% 43% 33% 25% 8% 86% 6% 5% 93% 2% 19: 6pm (6pm‐7pm) 57% 14% 29% 18% 55% 27% 12% 85% 3% 5% 90% 5% 20: 7pm (7pm‐8pm) 33% 26% 41% 22% 56% 22% 3% 95% 2% 5% 94% 1% 21: 8pm (8pm‐9pm) 35% 19% 46% 0% 50% 50% 5% 95% 0% 0% 96% 4% 22: 9pm (9pm‐10pm) 6% 72% 22% 0% 100% 0% 0% 95% 5% 6% 94% 0% 23: 10pm (10pm‐11pm) 23% 77% 0% 36% 36% 27% 3% 88% 9% 13% 84% 4% 24: 11pm (11pm‐12am) 0% 50% 50% 0% 57% 43% 0% 81% 19% 15% 77% 8% 34th St (W) 34th St (E) Lind Ave (S) Lind Ave (N) TURNING MOVEMENT COUNTS 34th St (W) 34th St (E) Lind Ave (S) Lind Ave (N) TURNING MOVEMENT PERCENTAGE 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) 777 3,365 905 849 2,748 793 541 6,385 473 1,735 4,271 520 23,362 01: 12am (12am‐1am) 1 8 3 ‐ 1 2 ‐ 7 ‐ 3 9 1 35 02: 1am (1am‐2am)‐ 8 4 ‐ 5 5 1 11 ‐ 6 29 ‐ 69 03: 2am (2am‐3am)‐ 7 1 ‐ 6 1 ‐ 4 1 19 12 2 53 04: 3am (3am‐4am)‐ 7 ‐ 1 18 3 ‐ 14 1 11 5 ‐ 60 05: 4am (4am‐5am) 2 9 2 2 43 2 9 153 ‐ 12 7 1 242 06: 5am (5am‐6am) 1 28 1 34 58 21 21 280 3 37 37 3 524 07: 6am (6am‐7am) 17 41 5 18 73 20 64 592 7 21 48 11 917 08: 7am (7am‐8am) 49 70 5 56 109 116 59 1,190 17 13 68 19 1,771 09: 8am (8am‐9am) 37 60 8 52 125 71 60 821 13 38 134 18 1,437 10: 9am (9am‐10am) 17 79 8 61 158 104 63 585 17 50 161 18 1,321 11: 10am (10am‐11am) 26 137 21 58 287 56 21 261 18 45 183 25 1,138 12: 11am (11am‐12noon) 49 193 49 85 267 50 29 286 34 94 266 43 1,445 13: 12pm (12noon‐1pm) 72 219 58 75 269 56 45 307 41 88 331 43 1,604 14: 1pm (1pm‐2pm) 86 248 48 53 250 62 33 367 54 78 208 42 1,529 15: 2pm (2pm‐3pm) 67 261 60 88 268 43 28 290 46 138 342 26 1,657 16: 3pm (3pm‐4pm) 61 354 138 88 201 26 18 282 31 226 549 47 2,021 17: 4pm (4pm‐5pm) 66 547 218 62 176 50 29 294 43 367 815 71 2,738 18: 5pm (5pm‐6pm) 72 477 158 44 134 35 27 231 30 195 516 50 1,969 19: 6pm (6pm‐7pm) 63 250 59 25 104 19 17 243 39 90 271 37 1,217 20: 7pm (7pm‐8pm) 24 148 31 23 106 23 6 96 25 58 133 23 696 21: 8pm (8pm‐9pm) 28 108 18 15 70 11 4 84 19 62 74 13 506 22: 9pm (9pm‐10pm) 19 57 8 3 6 10 4 66 10 72 68 6 329 23: 10pm (10pm‐11pm) 5 25 ‐ 1 5 7 5 37 10 13 28 14 150 24: 11pm (11pm‐12am)‐ 50 2 4 23 1 3 5 1 7 15 ‐ 111 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) 15% 67% 18% 19% 63% 18% 7% 86% 6% 27% 65% 8% 01: 12am (12am‐1am) 8% 67% 25% 0% 33% 67% 0% 100% 0% 23% 69% 8% 02: 1am (1am‐2am) 0% 67% 33% 0% 50% 50% 8% 92% 0% 17% 83% 0% 03: 2am (2am‐3am) 0% 88% 13% 0% 86% 14% 0% 80% 20% 58% 36% 6% 04: 3am (3am‐4am) 0% 100% 0% 5% 82% 14% 0% 93% 7% 69% 31% 0% 05: 4am (4am‐5am) 15% 69% 15% 4% 91% 4% 6% 94% 0% 60% 35% 5% 06: 5am (5am‐6am) 3% 93% 3% 30% 51% 19% 7% 92% 1% 48% 48% 4% 07: 6am (6am‐7am) 27% 65% 8% 16% 66% 18% 10% 89% 1% 26% 60% 14% 08: 7am (7am‐8am) 40% 56% 4% 20% 39% 41% 5% 94% 1% 13% 68% 19% 09: 8am (8am‐9am) 35% 57% 8% 21% 50% 29% 7% 92% 1% 20% 71% 9% 10: 9am (9am‐10am) 16% 76% 8% 19% 49% 32% 9% 88% 3% 22% 70% 8% 11: 10am (10am‐11am) 14% 74% 11% 14% 72% 14% 7% 87% 6% 18% 72% 10% 12: 11am (11am‐12noon) 17% 66% 17% 21% 66% 12% 8% 82% 10% 23% 66% 11% 13: 12pm (12noon‐1pm) 21% 63% 17% 19% 67% 14% 11% 78% 10% 19% 72% 9% 14: 1pm (1pm‐2pm) 23% 65% 13% 15% 68% 17% 7% 81% 12% 24% 63% 13% 15: 2pm (2pm‐3pm) 17% 67% 15% 22% 67% 11% 8% 80% 13% 27% 68% 5% 16: 3pm (3pm‐4pm) 11% 64% 25% 28% 64% 8% 5% 85% 9% 27% 67% 6% 17: 4pm (4pm‐5pm) 8% 66% 26% 22% 61% 17% 8% 80% 12% 29% 65% 6% 18: 5pm (5pm‐6pm) 10% 67% 22% 21% 63% 16% 9% 80% 10% 26% 68% 7% 19: 6pm (6pm‐7pm) 17% 67% 16% 17% 70% 13% 6% 81% 13% 23% 68% 9% 20: 7pm (7pm‐8pm) 12% 73% 15% 15% 70% 15% 5% 76% 20% 27% 62% 11% 21: 8pm (8pm‐9pm) 18% 70% 12% 16% 73% 11% 4% 79% 18% 42% 50% 9% 22: 9pm (9pm‐10pm) 23% 68% 10% 16% 32% 53% 5% 83% 13% 49% 47% 4% 23: 10pm (10pm‐11pm) 17% 83% 0% 8% 38% 54% 10% 71% 19% 24% 51% 25% 24: 11pm (11pm‐12am) 0% 96% 4% 14% 82% 4% 33% 56% 11% 32% 68% 0% 41st St (W) 41st St (E) Lind Ave (S) Lind Ave (N) TURNING MOVEMENT COUNTS 41st St (W) 41st St (E) Lind Ave (S) Lind Ave (N) TURNING MOVEMENT PERCENTAGE 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) 243 3,895 841 7,508 3,376 1,081 649 6,440 4,463 3,625 2,618 272 35,011 01: 12am (12am‐1am) 1 10 1 95 1 6 1 35 26 61 25 ‐ 262 02: 1am (1am‐2am)‐ 13 ‐ 49 7 4 1 25 16 37 17 1 170 03: 2am (2am‐3am)‐ 24 2 36 7 5 ‐ 26 21 23 10 ‐ 154 04: 3am (3am‐4am) 1 16 1 34 36 5 3 70 23 25 7 1 222 05: 4am (4am‐5am) 1 19 ‐ 58 37 17 4 134 53 40 11 1 375 06: 5am (5am‐6am)‐ 60 1 200 130 33 10 443 135 66 18 1 1,097 07: 6am (6am‐7am) 3 48 6 283 79 61 30 501 149 107 66 9 1,342 08: 7am (7am‐8am) 4 55 7 401 227 104 43 615 182 113 69 12 1,832 09: 8am (8am‐9am) 9 76 7 477 224 88 37 564 157 147 111 8 1,905 10: 9am (9am‐10am) 8 96 13 424 252 80 51 495 199 146 100 18 1,882 11: 10am (10am‐11am) 6 146 27 430 315 78 43 367 258 163 122 22 1,977 12: 11am (11am‐12noon) 27 178 43 504 303 85 58 328 307 165 153 24 2,175 13: 12pm (12noon‐1pm) 22 208 46 433 300 67 44 369 316 198 164 21 2,188 14: 1pm (1pm‐2pm) 29 266 54 477 274 58 52 364 339 239 141 21 2,314 15: 2pm (2pm‐3pm) 12 328 66 519 263 60 62 327 313 270 197 22 2,439 16: 3pm (3pm‐4pm) 24 451 125 575 242 60 51 318 305 313 284 22 2,770 17: 4pm (4pm‐5pm) 28 655 157 557 236 50 49 356 389 365 372 23 3,237 18: 5pm (5pm‐6pm) 32 466 146 492 138 51 40 316 290 294 277 20 2,562 19: 6pm (6pm‐7pm) 7 286 56 431 118 55 17 246 260 244 168 10 1,898 20: 7pm (7pm‐8pm) 6 187 30 297 113 25 17 188 287 188 115 10 1,463 21: 8pm (8pm‐9pm) 4 149 32 285 61 37 13 153 212 159 82 13 1,200 22: 9pm (9pm‐10pm) 7 120 15 224 13 21 9 147 124 121 62 3 866 23: 10pm (10pm‐11pm) 3 44 12 173 13 22 12 100 83 105 42 1 610 24: 11pm (11pm‐12am)‐ 52 3 146 19 14 2 45 57 76 37 4 455 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) 5% 78% 17% 63% 28% 9% 6% 56% 39% 56% 40% 4% 01: 12am (12am‐1am) 8% 83% 8% 93% 1% 6% 2% 56% 42% 71% 29% 0% 02: 1am (1am‐2am) 0% 100% 0% 82% 12% 7% 2% 60% 38% 67% 31% 2% 03: 2am (2am‐3am) 0% 92% 8% 75% 15% 10% 0% 55% 45% 70% 30% 0% 04: 3am (3am‐4am) 6% 89% 6% 45% 48% 7% 3% 73% 24% 76% 21% 3% 05: 4am (4am‐5am) 5% 95% 0% 52% 33% 15% 2% 70% 28% 77% 21% 2% 06: 5am (5am‐6am) 0% 98% 2% 55% 36% 9% 2% 75% 23% 78% 21% 1% 07: 6am (6am‐7am) 5% 84% 11% 67% 19% 14% 4% 74% 22% 59% 36% 5% 08: 7am (7am‐8am) 6% 83% 11% 55% 31% 14% 5% 73% 22% 58% 36% 6% 09: 8am (8am‐9am) 10% 83% 8% 60% 28% 11% 5% 74% 21% 55% 42% 3% 10: 9am (9am‐10am) 7% 82% 11% 56% 33% 11% 7% 66% 27% 55% 38% 7% 11: 10am (10am‐11am) 3% 82% 15% 52% 38% 9% 6% 55% 39% 53% 40% 7% 12: 11am (11am‐12noon) 11% 72% 17% 57% 34% 10% 8% 47% 44% 48% 45% 7% 13: 12pm (12noon‐1pm) 8% 75% 17% 54% 38% 8% 6% 51% 43% 52% 43% 5% 14: 1pm (1pm‐2pm) 8% 76% 15% 59% 34% 7% 7% 48% 45% 60% 35% 5% 15: 2pm (2pm‐3pm) 3% 81% 16% 62% 31% 7% 9% 47% 45% 55% 40% 4% 16: 3pm (3pm‐4pm) 4% 75% 21% 66% 28% 7% 8% 47% 45% 51% 46% 4% 17: 4pm (4pm‐5pm) 3% 78% 19% 66% 28% 6% 6% 45% 49% 48% 49% 3% 18: 5pm (5pm‐6pm) 5% 72% 23% 72% 20% 7% 6% 49% 45% 50% 47% 3% 19: 6pm (6pm‐7pm) 2% 82% 16% 71% 20% 9% 3% 47% 50% 58% 40% 2% 20: 7pm (7pm‐8pm) 3% 84% 13% 68% 26% 6% 3% 38% 58% 60% 37% 3% 21: 8pm (8pm‐9pm) 2% 81% 17% 74% 16% 10% 3% 40% 56% 63% 32% 5% 22: 9pm (9pm‐10pm) 5% 85% 11% 87% 5% 8% 3% 53% 44% 65% 33% 2% 23: 10pm (10pm‐11pm) 5% 75% 20% 83% 6% 11% 6% 51% 43% 71% 28% 1% 24: 11pm (11pm‐12am) 0% 95% 5% 82% 11% 8% 2% 43% 55% 65% 32% 3% 41st St (W) SR 167 SB (E) E Valley Rd (S) E Valley Rd (N) TURNING MOVEMENT COUNTS 41st St (W) SR 167 SB (E) E Valley Rd (S) E Valley Rd (N) TURNING MOVEMENT PERCENTAGE 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) 4,388 17,635 ‐ ‐ 16,882 4,520 8,728 763 6,157 1 ‐ ‐ 59,074 01: 12am (12am‐1am) 38 141 ‐ ‐ 41 36 24 3 36 ‐ ‐ ‐ 319 02: 1am (1am‐2am) 22 128 ‐ ‐ 39 33 23 2 21 ‐ ‐ ‐ 268 03: 2am (2am‐3am) 46 70 ‐ ‐ 43 27 33 1 29 ‐ ‐ ‐ 249 04: 3am (3am‐4am) 28 57 ‐ ‐ 94 53 102 9 48 ‐ ‐ ‐ 391 05: 4am (4am‐5am) 56 51 ‐ ‐ 186 102 281 30 48 ‐ ‐ ‐ 754 06: 5am (5am‐6am) 106 115 ‐ ‐ 791 181 507 63 130 ‐ ‐ ‐ 1,893 07: 6am (6am‐7am) 87 264 ‐ ‐ 1,285 209 652 59 303 ‐ ‐ ‐ 2,859 08: 7am (7am‐8am) 92 450 ‐ ‐ 1,439 183 1,081 56 410 ‐ ‐ ‐ 3,711 09: 8am (8am‐9am) 95 576 ‐ ‐ 1,210 185 825 61 466 ‐ ‐ ‐ 3,418 10: 9am (9am‐10am) 146 573 ‐ ‐ 1,117 231 733 49 499 ‐ ‐ ‐ 3,348 11: 10am (10am‐11am) 217 664 ‐ ‐ 963 257 515 41 343 ‐ ‐ ‐ 3,000 12: 11am (11am‐12noon) 351 797 ‐ ‐ 1,012 277 448 41 289 ‐ ‐ ‐ 3,215 13: 12pm (12noon‐1pm) 367 892 ‐ 1 1,006 280 466 38 288 ‐ ‐ ‐ 3,338 14: 1pm (1pm‐2pm) 368 1,007 ‐ ‐ 938 208 464 38 353 ‐ ‐ ‐ 3,376 15: 2pm (2pm‐3pm) 400 1,354 ‐ ‐ 898 254 426 37 429 ‐ ‐ ‐ 3,798 16: 3pm (3pm‐4pm) 362 1,770 ‐ ‐ 1,097 290 383 34 413 ‐ ‐ ‐ 4,349 17: 4pm (4pm‐5pm) 355 1,964 ‐ ‐ 1,163 303 361 39 388 ‐ ‐ ‐ 4,573 18: 5pm (5pm‐6pm) 333 1,878 ‐ ‐ 1,080 317 359 38 387 ‐ ‐ ‐ 4,392 19: 6pm (6pm‐7pm) 273 1,511 ‐ ‐ 883 310 370 26 356 ‐ ‐ ‐ 3,729 20: 7pm (7pm‐8pm) 210 1,088 ‐ ‐ 695 292 249 24 255 ‐ ‐ ‐ 2,813 21: 8pm (8pm‐9pm) 200 983 ‐ ‐ 368 180 170 22 237 ‐ ‐ ‐ 2,160 22: 9pm (9pm‐10pm) 118 672 ‐ ‐ 260 148 125 25 195 ‐ ‐ ‐ 1,543 23: 10pm (10pm‐11pm) 61 388 ‐ ‐ 136 98 103 14 118 ‐ ‐ ‐ 918 24: 11pm (11pm‐12am) 56 259 ‐ ‐ 97 58 38 7 72 ‐ ‐ ‐ 587 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) 20% 80% 0% 0% 79% 21% 56% 5% 39% 100% 0% 0% 01: 12am (12am‐1am) 21% 79% 0% 0% 53% 47% 38% 5% 57%‐‐‐ 02: 1am (1am‐2am) 15% 85% 0% 0% 54% 46% 50% 4% 46%‐‐‐ 03: 2am (2am‐3am) 40% 60% 0% 0% 61% 39% 52% 2% 46%‐‐‐ 04: 3am (3am‐4am) 33% 67% 0% 0% 64% 36% 64% 6% 30%‐‐‐ 05: 4am (4am‐5am) 52% 48% 0% 0% 65% 35% 78% 8% 13%‐‐‐ 06: 5am (5am‐6am) 48% 52% 0% 0% 81% 19% 72% 9% 19%‐‐‐ 07: 6am (6am‐7am) 25% 75% 0% 0% 86% 14% 64% 6% 30%‐‐‐ 08: 7am (7am‐8am) 17% 83% 0% 0% 89% 11% 70% 4% 27%‐‐‐ 09: 8am (8am‐9am) 14% 86% 0% 0% 87% 13% 61% 5% 34%‐‐‐ 10: 9am (9am‐10am) 20% 80% 0% 0% 83% 17% 57% 4% 39%‐‐‐ 11: 10am (10am‐11am) 25% 75% 0% 0% 79% 21% 57% 5% 38%‐‐‐ 12: 11am (11am‐12noon) 31% 69% 0% 0% 79% 21% 58% 5% 37%‐‐‐ 13: 12pm (12noon‐1pm) 29% 71% 0% 0% 78% 22% 59% 5% 36%‐‐‐ 14: 1pm (1pm‐2pm) 27% 73% 0% 0% 82% 18% 54% 4% 41%‐‐‐ 15: 2pm (2pm‐3pm) 23% 77% 0% 0% 78% 22% 48% 4% 48%‐‐‐ 16: 3pm (3pm‐4pm) 17% 83% 0% 0% 79% 21% 46% 4% 50%‐‐‐ 17: 4pm (4pm‐5pm) 15% 85% 0% 0% 79% 21% 46% 5% 49%‐‐‐ 18: 5pm (5pm‐6pm) 15% 85% 0% 0% 77% 23% 46% 5% 49%‐‐‐ 19: 6pm (6pm‐7pm) 15% 85% 0% 0% 74% 26% 49% 3% 47%‐‐‐ 20: 7pm (7pm‐8pm) 16% 84% 0% 0% 70% 30% 47% 5% 48%‐‐‐ 21: 8pm (8pm‐9pm) 17% 83% 0% 0% 67% 33% 40% 5% 55%‐‐‐ 22: 9pm (9pm‐10pm) 15% 85% 0% 0% 64% 36% 36% 7% 57%‐‐‐ 23: 10pm (10pm‐11pm) 14% 86% 0% 0% 58% 42% 44% 6% 50%‐‐‐ 24: 11pm (11pm‐12am) 18% 82% 0% 0% 63% 37% 32% 6% 62%‐‐‐ 43rd St (W) 43rd St (E) SR 167 NB (S) SR 167 NB (N) TURNING MOVEMENT COUNTS 43rd St (W) 43rd St (E) SR 167 NB (S) SR 167 NB (N) TURNING MOVEMENT PERCENTAGE 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) 1,479 11,901 1,228 3,022 15,653 5,716 1,389 2,578 4,388 5,716 5,117 1,098 59,285 01: 12am (12am‐1am) 23 59 5 6 20 29 1 11 37 94 28 8 321 02: 1am (1am‐2am) 7 51 3 6 29 15 3 8 14 66 21 4 227 03: 2am (2am‐3am) 8 66 4 5 39 22 1 4 14 33 19 3 218 04: 3am (3am‐4am) 14 43 2 11 116 67 1 7 14 28 16 4 323 05: 4am (4am‐5am) 14 30 2 37 278 124 13 23 58 25 44 10 658 06: 5am (5am‐6am) 32 75 9 126 740 380 49 92 110 47 164 37 1,861 07: 6am (6am‐7am) 53 125 9 105 1,409 383 84 184 126 127 211 43 2,859 08: 7am (7am‐8am) 53 261 26 134 1,953 483 149 203 147 190 222 69 3,890 09: 8am (8am‐9am) 48 292 44 129 1,475 471 106 189 139 296 259 92 3,540 10: 9am (9am‐10am) 61 324 55 156 1,263 424 115 188 199 224 262 83 3,354 11: 10am (10am‐11am) 96 440 59 230 910 298 75 157 220 233 312 64 3,094 12: 11am (11am‐12noon) 114 545 83 200 859 320 99 177 287 289 363 80 3,416 13: 12pm (12noon‐1pm) 112 671 121 238 826 313 101 176 292 256 378 76 3,560 14: 1pm (1pm‐2pm) 133 744 106 197 801 302 100 175 280 308 363 75 3,584 15: 2pm (2pm‐3pm) 124 1,055 102 172 782 295 83 171 344 364 385 79 3,956 16: 3pm (3pm‐4pm) 82 1,268 138 276 838 291 76 170 360 523 465 80 4,567 17: 4pm (4pm‐5pm) 60 1,388 127 256 837 358 88 156 418 541 509 63 4,801 18: 5pm (5pm‐6pm) 67 1,234 98 261 823 314 86 157 451 512 405 53 4,461 19: 6pm (6pm‐7pm) 80 1,056 93 196 754 248 67 124 311 406 272 55 3,662 20: 7pm (7pm‐8pm) 91 776 40 148 527 208 43 100 206 291 175 39 2,644 21: 8pm (8pm‐9pm) 89 716 52 73 270 148 28 68 164 283 112 32 2,035 22: 9pm (9pm‐10pm) 62 424 29 28 179 134 28 34 109 264 82 21 1,394 23: 10pm (10pm‐11pm) 34 199 16 24 80 101 5 21 61 194 45 13 793 24: 11pm (11pm‐12am) 20 134 5 15 50 50 2 12 40 155 48 11 542 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% 81% 8% 12% 64% 23% 17% 31% 53% 48% 43% 9% 01: 12am (12am‐1am) 26% 68% 6% 11% 36% 53% 2% 22% 76% 72% 22% 6% 02: 1am (1am‐2am) 11% 84% 5% 12% 58% 30% 12% 32% 56% 73% 23% 4% 03: 2am (2am‐3am) 10% 85% 5% 8% 59% 33% 5% 21% 74% 60% 35% 5% 04: 3am (3am‐4am) 24% 73% 3% 6% 60% 35% 5% 32% 64% 58% 33% 8% 05: 4am (4am‐5am) 30% 65% 4% 8% 63% 28% 14% 24% 62% 32% 56% 13% 06: 5am (5am‐6am) 28% 65% 8% 10% 59% 30% 20% 37% 44% 19% 66% 15% 07: 6am (6am‐7am) 28% 67% 5% 6% 74% 20% 21% 47% 32% 33% 55% 11% 08: 7am (7am‐8am) 16% 77% 8% 5% 76% 19% 30% 41% 29% 40% 46% 14% 09: 8am (8am‐9am) 13% 76% 11% 6% 71% 23% 24% 44% 32% 46% 40% 14% 10: 9am (9am‐10am) 14% 74% 13% 8% 69% 23% 23% 37% 40% 39% 46% 15% 11: 10am (10am‐11am) 16% 74% 10% 16% 63% 21% 17% 35% 49% 38% 51% 11% 12: 11am (11am‐12noon) 15% 73% 11% 15% 62% 23% 18% 31% 51% 39% 50% 11% 13: 12pm (12noon‐1pm) 12% 74% 13% 17% 60% 23% 18% 31% 51% 36% 53% 11% 14: 1pm (1pm‐2pm) 14% 76% 11% 15% 62% 23% 18% 32% 50% 41% 49% 10% 15: 2pm (2pm‐3pm) 10% 82% 8% 14% 63% 24% 14% 29% 58% 44% 46% 10% 16: 3pm (3pm‐4pm) 6% 85% 9% 20% 60% 21% 13% 28% 59% 49% 44% 7% 17: 4pm (4pm‐5pm) 4% 88% 8% 18% 58% 25% 13% 24% 63% 49% 46% 6% 18: 5pm (5pm‐6pm) 5% 88% 7% 19% 59% 22% 12% 23% 65% 53% 42% 5% 19: 6pm (6pm‐7pm) 7% 86% 8% 16% 63% 21% 13% 25% 62% 55% 37% 8% 20: 7pm (7pm‐8pm) 10% 86% 4% 17% 60% 24% 12% 29% 59% 58% 35% 8% 21: 8pm (8pm‐9pm) 10% 84% 6% 15% 55% 30% 11% 26% 63% 66% 26% 7% 22: 9pm (9pm‐10pm) 12% 82% 6% 8% 52% 39% 16% 20% 64% 72% 22% 6% 23: 10pm (10pm‐11pm) 14% 80% 6% 12% 39% 49% 6% 24% 70% 77% 18% 5% 24: 11pm (11pm‐12am) 13% 84% 3% 13% 43% 43% 4% 22% 74% 72% 22% 5% 43rd St (W) 43rd St (E) E Valley Rd (S) E Valley Rd (N) TURNING MOVEMENT COUNTS 43rd St (W) 43rd St (E) E Valley Rd (S) E Valley Rd (N) TURNING MOVEMENT PERCENTAGE 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) 1,300 13,531 908 262 16,654 4,078 522 526 189 3,041 830 1,559 43,400 01: 12am (12am‐1am) 1 92 7 ‐ 24 3 ‐ 2 ‐ 5 2 2 138 02: 1am (1am‐2am) 2 49 ‐ 1 27 6 1 1 1 24 1 ‐ 113 03: 2am (2am‐3am) 2 79 7 ‐ 46 2 ‐ 1 ‐ 3 ‐ 5 145 04: 3am (3am‐4am) 1 60 1 3 105 9 2 3 ‐ 4 2 2 192 05: 4am (4am‐5am) 1 53 2 18 230 114 ‐ 7 ‐ 6 2 4 437 06: 5am (5am‐6am) 12 119 6 10 732 208 10 11 2 20 12 33 1,175 07: 6am (6am‐7am) 100 195 18 6 1,274 404 21 20 ‐ 20 20 31 2,109 08: 7am (7am‐8am) 187 346 14 12 1,714 700 22 109 6 34 16 57 3,217 09: 8am (8am‐9am) 117 416 12 12 1,308 552 26 53 2 60 17 85 2,660 10: 9am (9am‐10am) 89 469 27 10 1,259 404 24 33 2 78 38 97 2,530 11: 10am (10am‐11am) 57 601 52 18 988 187 35 29 12 98 49 93 2,219 12: 11am (11am‐12noon) 83 782 87 23 1,005 186 47 36 6 156 64 107 2,582 13: 12pm (12noon‐1pm) 78 899 104 22 1,040 190 53 49 14 224 105 114 2,892 14: 1pm (1pm‐2pm) 106 950 75 23 961 200 42 66 12 166 53 90 2,744 15: 2pm (2pm‐3pm) 96 1,164 61 24 930 164 40 28 16 274 49 125 2,971 16: 3pm (3pm‐4pm) 77 1,260 81 20 987 159 35 22 22 428 86 160 3,337 17: 4pm (4pm‐5pm) 71 1,153 93 18 958 174 41 30 25 572 115 217 3,467 18: 5pm (5pm‐6pm) 62 1,077 90 14 980 142 37 14 26 362 77 152 3,033 19: 6pm (6pm‐7pm) 54 1,156 65 12 845 169 27 4 14 201 37 84 2,668 20: 7pm (7pm‐8pm) 31 859 32 10 614 64 27 4 5 112 31 36 1,825 21: 8pm (8pm‐9pm) 32 813 33 ‐ 348 33 12 2 8 79 25 25 1,410 22: 9pm (9pm‐10pm) 14 485 12 2 218 32 2 ‐ 4 73 16 16 874 23: 10pm (10pm‐11pm) 12 256 12 ‐ 87 23 2 ‐ 2 15 4 2 415 24: 11pm (11pm‐12am) 1 166 3 1 55 5 3 ‐ 1 10 4 6 255 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) 8% 86% 6% 1% 79% 19% 42% 43% 15% 56% 15% 29% 01: 12am (12am‐1am) 1% 92% 7% 0% 89% 11% 0% 100% 0% 56% 22% 22% 02: 1am (1am‐2am) 4% 96% 0% 3% 79% 18% 33% 33% 33% 96% 4% 0% 03: 2am (2am‐3am) 2% 90% 8% 0% 96% 4% 0% 100% 0% 38% 0% 63% 04: 3am (3am‐4am) 2% 97% 2% 3% 90% 8% 40% 60% 0% 50% 25% 25% 05: 4am (4am‐5am) 2% 95% 4% 5% 64% 31% 0% 100% 0% 50% 17% 33% 06: 5am (5am‐6am) 9% 87% 4% 1% 77% 22% 43% 48% 9% 31% 18% 51% 07: 6am (6am‐7am) 32% 62% 6% 0% 76% 24% 51% 49% 0% 28% 28% 44% 08: 7am (7am‐8am) 34% 63% 3% 0% 71% 29% 16% 80% 4% 32% 15% 53% 09: 8am (8am‐9am) 21% 76% 2% 1% 70% 29% 32% 65% 2% 37% 10% 52% 10: 9am (9am‐10am) 15% 80% 5% 1% 75% 24% 41% 56% 3% 37% 18% 46% 11: 10am (10am‐11am) 8% 85% 7% 2% 83% 16% 46% 38% 16% 41% 20% 39% 12: 11am (11am‐12noon) 9% 82% 9% 2% 83% 15% 53% 40% 7% 48% 20% 33% 13: 12pm (12noon‐1pm) 7% 83% 10% 2% 83% 15% 46% 42% 12% 51% 24% 26% 14: 1pm (1pm‐2pm) 9% 84% 7% 2% 81% 17% 35% 55% 10% 54% 17% 29% 15: 2pm (2pm‐3pm) 7% 88% 5% 2% 83% 15% 48% 33% 19% 61% 11% 28% 16: 3pm (3pm‐4pm) 5% 89% 6% 2% 85% 14% 44% 28% 28% 64% 13% 24% 17: 4pm (4pm‐5pm) 5% 88% 7% 2% 83% 15% 43% 31% 26% 63% 13% 24% 18: 5pm (5pm‐6pm) 5% 88% 7% 1% 86% 13% 48% 18% 34% 61% 13% 26% 19: 6pm (6pm‐7pm) 4% 91% 5% 1% 82% 16% 60% 9% 31% 62% 11% 26% 20: 7pm (7pm‐8pm) 3% 93% 3% 1% 89% 9% 75% 11% 14% 63% 17% 20% 21: 8pm (8pm‐9pm) 4% 93% 4% 0% 91% 9% 55% 9% 36% 61% 19% 19% 22: 9pm (9pm‐10pm) 3% 95% 2% 1% 87% 13% 33% 0% 67% 70% 15% 15% 23: 10pm (10pm‐11pm) 4% 91% 4% 0% 79% 21% 50% 0% 50% 71% 19% 10% 24: 11pm (11pm‐12am) 1% 98% 2% 2% 90% 8% 75% 0% 25% 50% 20% 30% 43rd St (W) 43rd St (E) 88th Ave (S) Lind Ave (N) TURNING MOVEMENT COUNTS 43rd St (W) 43rd St (E) 88th Ave (S) Lind Ave (N) TURNING MOVEMENT PERCENTAGE 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 D Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA APPENDIX D – CAPACITY ANALYSIS PRINTOUTS Renton, WA TIS 2021 Existing AM 1: Site Driveway/Raymond Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 170 11 4 14 45 62 Future Vol, veh/h 170 11 4 14 45 62 Conflicting Peds, #/hr 0 00000 Sign Control Yield Yield Stop Stop Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 185 12 4 15 49 67 Major/Minor Minor2 Major2 Conflicting Flow All 165 67 0 0 Stage 1 165 - - - Stage 2 0 - - - Critical Hdwy 6.52 6.22 4.12 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 ---- Follow-up Hdwy 4.018 3.318 2.218 - Pot Cap-1 Maneuver 728 997 - - Stage 1 762 - - - Stage 2 ---- Platoon blocked, % - Mov Cap-1 Maneuver 0 997 - - Mov Cap-2 Maneuver 0 - - - Stage 1 0 - - - Stage 2 0 - - - Approach NB SB HCM Control Delay, s 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 SBL SBT Capacity (veh/h) 997 - - HCM Lane V/C Ratio 0.02 - - HCM Control Delay (s) 8.7 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) 0.1 - - Renton, WA TIS 2021 Existing AM 2: Lind Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 22 8 6 40 30 67 24 429 12 18 437 232 Future Vol, veh/h 22 8 6 40 30 67 24 429 12 18 437 232 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 145 - - 150 -------- 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, % 2 22222222222 Mvmt Flow 24 9 7 43 33 73 26 466 13 20 475 252 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 943 1172 364 807 1292 240 727 0 0 479 0 0 Stage 1 641 641 - 525 525 ------- Stage 2 302 531 - 282 767 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 217 191 633 273 162 761 872 - - 1080 - - Stage 1 430 468 - 504 528 ------- Stage 2 682 524 - 701 410 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 155 177 633 246 150 761 872 - - 1080 - - Mov Cap-2 Maneuver 155 177 - 246 150 ------- Stage 1 412 453 - 483 506 ------- Stage 2 553 503 - 658 396 ------- Approach EB WB NB SB HCM Control Delay, s 27.5 21.2 0.7 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 872 - - 155 256 246 337 1080 - - HCM Lane V/C Ratio 0.03 - - 0.154 0.059 0.177 0.313 0.018 - - HCM Control Delay (s) 9.3 0.2 - 32.4 19.9 22.8 20.5 8.4 0.1 - HCM Lane LOS A A -DCCCAA - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.2 0.6 1.3 0.1 - - Renton, WA TIS 2021 Existing AM 3: Lind Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 158 226 2 166 265 46 426 5 100 710 140 Future Volume (veh/h) 91 158 226 2 166 265 46 426 5 100 710 140 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 172 246 2 180 288 50 463 5 109 772 152 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, %222222222222 Cap, veh/h 215 470 419 210 369 329 303 1919 21 509 1577 310 Arrive On Green 0.06 0.26 0.26 0.00 0.21 0.21 0.53 0.53 0.53 0.53 0.53 0.53 Sat Flow, veh/h 1781 1777 1585 1781 1777 1585 605 3601 39 925 2960 583 Grp Volume(v), veh/h 99 172 246 2 180 288 50 228 240 109 463 461 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 605 1777 1863 925 1777 1765 Q Serve(g_s), s 3.8 7.1 12.2 0.1 8.0 15.8 5.1 6.2 6.2 6.4 14.8 14.8 Cycle Q Clear(g_c), s 3.8 7.1 12.2 0.1 8.0 15.8 20.0 6.2 6.2 12.7 14.8 14.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.33 Lane Grp Cap(c), veh/h 215 470 419 210 369 329 303 947 993 509 947 941 V/C Ratio(X) 0.46 0.37 0.59 0.01 0.49 0.87 0.17 0.24 0.24 0.21 0.49 0.49 Avail Cap(c_a), veh/h 248 470 419 304 415 370 303 947 993 509 947 941 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 26.5 27.0 28.8 28.4 31.4 34.5 19.6 11.3 11.3 14.7 13.3 13.3 Incr Delay (d2), s/veh 1.5 0.5 2.1 0.0 1.0 18.7 1.2 0.6 0.6 1.0 1.8 1.8 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 1.7 3.0 4.7 0.0 3.4 7.6 0.8 2.4 2.5 1.4 5.9 5.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.1 27.4 30.9 28.4 32.4 53.2 20.8 11.9 11.8 15.6 15.1 15.1 LnGrp LOS CCCCCDC BBBBB Approach Vol, veh/h 517 470 518 1033 Approach Delay, s/veh 29.2 45.2 12.7 15.2 Approach LOS C D B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 54.0 6.2 29.8 54.0 11.3 24.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 5.0 23.0 44.0 7.0 21.0 Max Q Clear Time (g_c+I1), s 22.0 2.1 14.2 16.8 5.8 17.8 Green Ext Time (p_c), s 3.1 0.0 1.6 7.2 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 23.1 HCM 6th LOS C Renton, WA TIS 2021 Existing AM 4: Raymond Ave SW & SW 16th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 21 412 119 31 318 10 25 1 11 10 1 8 Future Vol, veh/h 21 412 119 31 318 10 25 1 11 10 1 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 500 -------- 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, % 2 22222222222 Mvmt Flow 23 448 129 34 346 11 27 1 12 11 1 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 357 0 0 577 0 0 984 984 513 985 1043 352 Stage 1 ------559559-420420- Stage 2 ------425425-565623- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1202 - - 996 - - 228 248 561 227 229 692 Stage 1 ------513511-611589- Stage 2 ------607586-510478- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1202 - - 996 - - 215 235 561 212 217 692 Mov Cap-2 Maneuver ------215235-212217- Stage 1 ------503501-599569- Stage 2 ------578566-489469- Approach EB WB NB SB HCM Control Delay, s 0.3 0.8 21.1 17.9 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 264 1202 - - 996 - - 300 HCM Lane V/C Ratio 0.152 0.019 - - 0.034 - - 0.069 HCM Control Delay (s) 21.1 8.1 - - 8.7 - - 17.9 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.5 0.1 - - 0.1 - - 0.2 Renton, WA TIS 2021 Existing AM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 522 680 334 145 938 83 426 452 97 33 390 65 Future Volume (veh/h) 522 680 334 145 938 83 426 452 97 33 390 65 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 567 739 363 158 1020 90 353 645 105 36 424 71 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, %222222222222 Cap, veh/h 495 975 478 257 954 84 336 593 96 198 339 56 Arrive On Green 0.28 0.42 0.42 0.05 0.10 0.10 0.32 0.32 0.32 0.11 0.11 0.11 Sat Flow, veh/h 1781 2310 1133 1781 3303 291 1781 3139 510 1781 3049 507 Grp Volume(v), veh/h 567 568 534 158 549 561 353 384 366 36 246 249 Grp Sat Flow(s),veh/h/ln 1781 1777 1666 1781 1777 1818 1781 1870 1779 1781 1777 1779 Q Serve(g_s), s 50.0 48.9 49.0 15.7 52.0 52.0 34.0 34.0 34.0 3.3 20.0 20.0 Cycle Q Clear(g_c), s 50.0 48.9 49.0 15.7 52.0 52.0 34.0 34.0 34.0 3.3 20.0 20.0 Prop In Lane 1.00 0.68 1.00 0.16 1.00 0.29 1.00 0.29 Lane Grp Cap(c), veh/h 495 750 704 257 513 525 336 353 336 198 197 198 V/C Ratio(X) 1.15 0.76 0.76 0.61 1.07 1.07 1.05 1.09 1.09 0.18 1.25 1.26 Avail Cap(c_a), veh/h 495 750 704 257 513 525 336 353 336 198 197 198 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.67 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.85 0.85 0.85 0.77 0.77 0.77 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.0 44.2 44.2 80.8 81.4 81.4 61.6 61.6 61.6 72.6 80.0 80.0 Incr Delay (d2), s/veh 87.2 7.0 7.5 3.7 56.3 56.1 56.5 67.5 69.4 0.4 145.5 151.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 34.6 23.0 21.7 7.8 33.1 33.8 19.5 21.6 20.7 1.5 17.2 17.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 152.2 51.2 51.7 84.4 137.7 137.5 118.1 129.1 131.1 73.0 225.5 231.3 LnGrp LOS F D D FFFFFFEFF Approach Vol, veh/h 1669 1268 1103 531 Approach Delay, s/veh 85.7 131.0 126.2 217.9 Approach LOS FFFF Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 32.0 82.0 26.0 56.0 58.0 40.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 26.0 76.0 20.0 50.0 52.0 34.0 Max Q Clear Time (g_c+I1), s 17.7 51.0 22.0 52.0 54.0 36.0 Green Ext Time (p_c), s 0.2 8.2 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 123.4 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing AM 6: SW Grady Way & Powell Ave SW HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 104 788 42 63 1000 123 12 8 28 16 6 32 Future Volume (veh/h) 104 788 42 63 1000 123 12 8 28 16 6 32 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 113 857 46 68 1087 134 13 9 30 17 7 35 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, % 2 22222222222 Cap, veh/h 480 1982 106 401 1698 209 33 23 48 43 18 53 Arrive On Green 0.54 1.00 1.00 0.07 0.18 0.18 0.03 0.03 0.03 0.03 0.03 0.03 Sat Flow, veh/h 1781 3430 184 1781 3185 392 1073 743 1585 1280 527 1585 Grp Volume(v), veh/h 113 444 459 68 606 615 22 0 30 24 0 35 Grp Sat Flow(s),veh/h/ln1781 1777 1837 1781 1777 1800 1817 0 1585 1806 0 1585 Q Serve(g_s), s 6.0 0.0 0.0 6.4 57.0 57.1 2.1 0.0 3.4 2.3 0.0 3.9 Cycle Q Clear(g_c), s 6.0 0.0 0.0 6.4 57.0 57.1 2.1 0.0 3.4 2.3 0.0 3.9 Prop In Lane 1.00 0.10 1.00 0.22 0.59 1.00 0.71 1.00 Lane Grp Cap(c), veh/h 480 1027 1062 401 948 960 55 0 48 61 0 53 V/C Ratio(X) 0.24 0.43 0.43 0.17 0.64 0.64 0.40 0.00 0.62 0.40 0.00 0.66 Avail Cap(c_a), veh/h 480 1027 1062 401 948 960 182 0 159 181 0 159 HCM Platoon Ratio 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.59 0.59 0.59 0.81 0.81 0.81 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh31.7 0.0 0.0 67.6 58.1 58.1 85.7 0.0 86.3 85.2 0.0 86.0 Incr Delay (d2), s/veh 0.1 0.8 0.8 0.2 2.7 2.7 4.6 0.0 12.5 4.1 0.0 13.0 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/ln2.5 0.2 0.2 3.1 28.1 28.6 1.1 0.0 1.6 1.2 0.0 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.9 0.8 0.8 67.7 60.8 60.8 90.3 0.0 98.7 89.3 0.0 98.9 LnGrp LOS C AAEEEFAFFAF Approach Vol, veh/h 1016 1289 52 59 Approach Delay, s/veh 4.2 61.2 95.1 95.0 Approach LOS A E F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s46.5 110.0 12.0 54.5 102.0 11.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s16.0 104.0 18.0 24.0 96.0 18.0 Max Q Clear Time (g_c+I1), s8.4 2.0 5.9 8.0 59.1 5.4 Green Ext Time (p_c), s 0.1 6.8 0.1 0.2 10.3 0.1 Intersection Summary HCM 6th Ctrl Delay 38.8 HCM 6th LOS D Renton, WA TIS 2021 Existing AM 7: Lind Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 81 684 64 721 1066 62 93 153 480 18 99 36 Future Volume (veh/h) 81 684 64 721 1066 62 93 153 480 18 99 36 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 743 70 784 1159 67 101 166 0 20 108 39 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, % 2 22222222222 Cap, veh/h 226 851 80 795 2106 122 240 589 224 374 129 Arrive On Green 0.02 0.09 0.09 0.85 1.00 1.00 0.04 0.17 0.00 0.02 0.14 0.14 Sat Flow, veh/h 1781 3282 309 1781 3414 197 1781 3554 1585 1781 2590 896 Grp Volume(v), veh/h 88 402 411 784 603 623 101 166 0 20 73 74 Grp Sat Flow(s),veh/h/ln1781 1777 1815 1781 1777 1835 1781 1777 1585 1781 1777 1709 Q Serve(g_s), s 0.0 40.2 40.3 70.8 0.0 0.0 7.0 7.4 0.0 1.7 6.6 7.0 Cycle Q Clear(g_c), s 0.0 40.2 40.3 70.8 0.0 0.0 7.0 7.4 0.0 1.7 6.6 7.0 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 226 461 471 795 1096 1131 240 589 224 257 247 V/C Ratio(X) 0.39 0.87 0.87 0.99 0.55 0.55 0.42 0.28 0.09 0.28 0.30 Avail Cap(c_a), veh/h 226 461 471 812 1096 1131 240 589 242 257 247 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh71.9 79.4 79.4 8.4 0.0 0.0 65.2 65.7 0.0 64.0 68.7 68.9 Incr Delay (d2), s/veh 1.0 18.9 18.7 27.8 2.0 1.9 1.2 1.2 0.0 0.2 2.7 3.1 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/ln4.1 21.8 22.3 10.1 0.6 0.6 0.9 3.5 0.0 0.8 3.2 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.0 98.3 98.1 36.2 2.0 1.9 66.3 66.9 0.0 64.1 71.4 72.0 LnGrp LOS E F F D AAEE EEE Approach Vol, veh/h 901 2010 267 A 167 Approach Delay, s/veh 95.7 15.3 66.7 70.8 Approach LOS F B E E Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s81.3 53.7 13.0 32.0 18.0 117.0 9.2 35.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s78.0 45.0 7.0 26.0 12.0 111.0 5.0 28.0 Max Q Clear Time (g_c+I1), s72.8 42.3 9.0 9.0 2.0 2.0 3.7 9.4 Green Ext Time (p_c), s 1.5 1.3 0.0 0.6 0.1 11.3 0.0 0.8 Intersection Summary HCM 6th Ctrl Delay 43.8 HCM 6th LOS D Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2021 Existing AM 8: SW Grady Way & Longacres Dr SW HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 15.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 564 1207 1069 32 12 20 Future Vol, veh/h 564 1207 1069 32 12 20 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 232 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 613 1312 1162 35 13 22 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1197 0 - 0 3062 599 Stage 1 - - - - 1180 - Stage 2 - - - - 1882 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver ~ 579 - - - ~ 10 445 Stage 1 - - - - 254 - Stage 2 - - - - 106 - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 579 - - - 0 445 Mov Cap-2 Maneuver - - - - 0 - Stage 1 - - - - 0 - Stage 2 - - - - 106 - Approach EB WB SB HCM Control Delay, s 25.6 0 HCM LOS - Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) ~ 579 ----445 HCM Lane V/C Ratio 1.059 ----0.049 HCM Control Delay (s) 80.5 ----13.5 HCM Lane LOS F ----B HCM 95th %tile Q(veh) 17.4 ----0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2021 Existing AM 9: WA-181/W Valley Hwy/Interurban Ave S & Southcenter Blvd/SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 174 370 104 139 602 506 106 1128 10 139 440 13 Future Volume (veh/h) 174 370 104 139 602 506 106 1128 10 139 440 13 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 189 402 113 151 654 550 115 1226 11 151 478 14 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, %222222222222 Cap, veh/h 209 874 390 173 802 358 325 1376 12 434 1919 56 Arrive On Green 0.12 0.25 0.25 0.10 0.23 0.23 0.76 0.76 0.76 0.13 0.54 0.54 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 905 3609 32 3456 3526 103 Grp Volume(v), veh/h 189 402 113 151 654 550 115 604 633 151 241 251 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 905 1777 1865 1728 1777 1852 Q Serve(g_s), s 16.8 15.4 9.3 13.4 27.9 26.8 10.4 40.3 40.3 6.4 11.4 11.5 Cycle Q Clear(g_c), s 16.8 15.4 9.3 13.4 27.9 26.8 21.8 40.3 40.3 6.4 11.4 11.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.06 Lane Grp Cap(c), veh/h 209 874 390 173 802 358 325 677 711 434 967 1008 V/C Ratio(X) 0.90 0.46 0.29 0.87 0.82 1.54 0.35 0.89 0.89 0.35 0.25 0.25 Avail Cap(c_a), veh/h 223 977 436 256 1044 466 325 677 711 434 967 1008 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 0.72 0.72 0.72 Uniform Delay (d), s/veh 69.7 51.3 49.0 71.2 58.8 34.0 17.3 16.5 16.5 64.0 19.2 19.2 Incr Delay (d2), s/veh 34.1 0.4 0.4 18.9 3.9 255.5 0.3 1.9 1.8 0.3 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 9.6 6.9 3.7 7.0 13.0 35.7 1.6 7.7 8.0 2.8 4.8 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 103.8 51.7 49.4 90.1 62.7 289.5 17.5 18.4 18.3 64.3 19.7 19.7 LnGrp LOS F D D F E F BBBEBB Approach Vol, veh/h 704 1355 1352 643 Approach Delay, s/veh 65.3 157.8 18.3 30.2 Approach LOS E F B C Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 26.1 67.0 21.6 45.4 93.1 24.8 42.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 8.0 61.0 23.0 44.0 75.0 20.0 47.0 Max Q Clear Time (g_c+I1), s 8.4 42.3 15.4 17.4 13.5 18.8 29.9 Green Ext Time (p_c), s 0.0 8.4 0.2 3.0 3.0 0.1 6.2 Intersection Summary HCM 6th Ctrl Delay 75.0 HCM 6th LOS E Renton, WA TIS 2021 Existing AM 10: I-405 WB ramps/Fort Dent Way & Interurban Ave S HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 34 454 32 291 1454 104 246 31 240 36 21 36 Future Volume (veh/h) 34 454 32 291 1454 104 246 31 240 36 21 36 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 493 35 316 1580 113 267 34 261 39 23 39 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, % 2 22222222222 Cap, veh/h 48 605 256 1249 1671 119 343 38 426 103 227 385 Arrive On Green 0.03 0.16 0.16 0.36 0.50 0.50 0.27 0.27 0.27 0.06 0.36 0.36 Sat Flow, veh/h 1781 3741 1585 3456 3365 239 1117 142 1585 1781 623 1057 Grp Volume(v), veh/h 37 493 35 316 829 864 301 0 261 39 0 62 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1728 1777 1827 1259 0 1585 1781 0 1680 Q Serve(g_s), s 3.3 20.4 3.0 10.3 70.5 72.2 33.6 0.0 23.1 3.4 0.0 3.9 Cycle Q Clear(g_c), s 3.3 20.4 3.0 10.3 70.5 72.2 37.5 0.0 23.1 3.4 0.0 3.9 Prop In Lane 1.00 1.00 1.00 0.13 0.89 1.00 1.00 0.63 Lane Grp Cap(c), veh/h 48 605 256 1249 882 907 381 0 426 103 0 612 V/C Ratio(X) 0.78 0.82 0.14 0.25 0.94 0.95 0.79 0.00 0.61 0.38 0.00 0.10 Avail Cap(c_a), veh/h 67 1520 644 1249 900 925 381 0 426 103 0 612 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 0.26 0.26 0.26 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh77.4 64.8 57.5 35.9 38.0 38.5 58.4 0.0 51.2 72.6 0.0 33.6 Incr Delay (d2), s/veh 30.3 2.7 0.2 0.0 6.0 6.9 15.3 0.0 6.4 2.3 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.9 9.9 1.2 4.4 31.1 32.9 13.0 0.0 9.9 1.6 0.0 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 107.7 67.5 57.7 35.9 44.0 45.4 73.7 0.0 57.7 74.8 0.0 33.9 LnGrp LOS F E E D D D EAEEAC Approach Vol, veh/h 565 2009 562 101 Approach Delay, s/veh 69.5 43.3 66.2 49.7 Approach LOS E D E D Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s15.3 49.0 63.8 31.9 64.3 10.3 85.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s6.0 43.0 22.0 65.0 55.0 6.0 81.0 Max Q Clear Time (g_c+I1), s5.4 39.5 12.3 22.4 5.9 5.3 74.2 Green Ext Time (p_c), s 0.0 0.9 0.8 3.5 0.4 0.0 5.2 Intersection Summary HCM 6th Ctrl Delay 52.1 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing AM 11: WA-181/W Valley Hwy & I-405 EB off-ramp/S 156th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 518 106 815 38 32 134 112 2297 55 76 698 23 Future Volume (veh/h) 518 106 815 38 32 134 112 2297 55 76 698 23 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 645 0 0 41 35 146 122 2497 60 83 759 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, % 2 22222222222 Cap, veh/h 512 0 118 91 170 164 1796 43 166 1961 874 Arrive On Green 0.14 0.00 0.00 0.11 0.11 0.11 0.05 0.51 0.51 0.19 1.00 1.00 Sat Flow, veh/h 3563 0 1585 775 848 1585 3456 3547 85 1781 3554 1585 Grp Volume(v), veh/h 645 0 0 76 0 146 122 1246 1311 83 759 25 Grp Sat Flow(s),veh/h/ln1781 0 1585 1623 0 1585 1728 1777 1855 1781 1777 1585 Q Serve(g_s), s 23.0 0.0 0.0 5.1 0.0 14.5 5.6 81.0 81.0 6.7 0.0 0.0 Cycle Q Clear(g_c), s 23.0 0.0 0.0 6.8 0.0 14.5 5.6 81.0 81.0 6.7 0.0 0.0 Prop In Lane 1.00 1.00 0.54 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 512 0 208 0 170 164 900 939 166 1961 874 V/C Ratio(X) 1.26 0.00 0.36 0.00 0.86 0.74 1.38 1.40 0.50 0.39 0.03 Avail Cap(c_a), veh/h 512 0 307 0 267 216 900 939 166 1961 874 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.94 0.94 0.94 Uniform Delay (d), s/veh68.5 0.0 0.0 66.8 0.0 70.3 75.2 39.5 39.5 61.8 0.0 0.0 Incr Delay (d2), s/veh 131.9 0.0 0.0 1.1 0.0 15.2 9.3 180.1 184.8 2.2 0.5 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/ln19.6 0.0 0.0 3.0 0.0 6.7 2.7 78.9 83.6 3.0 0.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 200.4 0.0 0.0 67.8 0.0 85.5 84.5 219.6 224.3 64.0 0.5 0.1 LnGrp LOS F A E A FFFFEAA Approach Vol, veh/h 645 A 222 2679 867 Approach Delay, s/veh 200.4 79.4 215.8 6.6 Approach LOS F E F A Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s20.9 87.0 52.1 13.6 94.3 29.0 23.1 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s5.0 81.0 56.0 10.0 76.0 23.0 27.0 Max Q Clear Time (g_c+I1), s8.7 83.0 0.0 7.6 2.0 25.0 16.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.1 5.9 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 165.6 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2021 Existing AM 12: Maple Ave SW & SW Grady Way HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 67.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 94 855 35 159 1415 25 22 6 56 5 3 48 Future Vol, veh/h 94 855 35 159 1415 25 22 6 56 5 3 48 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 98 - - 141 -----0-- 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, % 2 22222222222 Mvmt Flow 102 929 38 173 1538 27 24 7 61 5 3 52 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1565 0 0 967 0 0 2269 3063 484 2477 3069 783 Stage 1 ------1152 1152 - 1898 1898 - Stage 2 ------1117 1911 - 579 1171 - Critical Hdwy 4.14 - - 5.34 - - 6.99 6.54 7.14 6.99 6.54 6.94 Critical Hdwy Stg 1 ------7.34 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.74 5.54 - Follow-up Hdwy 2.22 - - 3.12 - - 3.67 4.02 3.92 3.67 4.02 3.32 Pot Cap-1 Maneuver 418 - - 406 - - 31 12 452 22 12 337 Stage 1 ------159270-71116- Stage 2 ------216114-439265- Platoon blocked, % - - - - Mov Cap-1 Maneuver 418 - - 406 - - ~ 7 ~ 5 452 - 5 337 Mov Cap-2 Maneuver ------~ 7~ 5--5- Stage 1 ------120204-5467- Stage 2 ------10065-278200- Approach EB WB NB SB HCM Control Delay, s 1.6 2 $ 2119.8 HCM LOS F - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 19 418 - - 406 - - - 69 HCM Lane V/C Ratio 4.805 0.244 - - 0.426 - - - 0.803 HCM Control Delay (s) $ 2119.8 16.4 - - 20.3 - - - 157.2 HCM Lane LOS F C - - C - - - F HCM 95th %tile Q(veh) 11.9 0.9 - - 2.1 - - - 3.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2021 Existing AM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 298 498 339 975 829 30 867 1034 895 22 518 198 Future Volume (veh/h) 298 498 339 975 829 30 867 1034 895 22 518 198 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 324 541 368 1060 901 33 942 1124 973 24 563 215 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, %222222222222 Cap, veh/h 238 454 203 787 777 28 703 1747 1140 35 596 185 Arrive On Green 0.04 0.04 0.04 0.23 0.22 0.22 0.39 0.49 0.49 0.02 0.12 0.12 Sat Flow, veh/h 1781 3554 1585 3456 3496 128 1781 3554 1585 1781 5106 1585 Grp Volume(v), veh/h 324 541 368 1060 458 476 942 1124 973 24 563 215 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1728 1777 1847 1781 1777 1585 1781 1702 1585 Q Serve(g_s), s 24.0 23.0 23.0 41.0 40.0 40.0 71.0 42.3 20.2 2.4 19.7 21.0 Cycle Q Clear(g_c), s 24.0 23.0 23.0 41.0 40.0 40.0 71.0 42.3 20.2 2.4 19.7 21.0 Prop In Lane 1.00 1.00 1.00 0.07 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 238 454 203 787 395 411 703 1747 1140 35 596 185 V/C Ratio(X) 1.36 1.19 1.82 1.35 1.16 1.16 1.34 0.64 0.85 0.69 0.95 1.16 Avail Cap(c_a), veh/h 238 454 203 787 395 411 703 1747 1140 59 596 185 HCM Platoon Ratio 0.33 0.33 0.33 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 86.0 86.2 86.2 69.5 70.0 70.0 54.5 34.0 7.1 87.7 78.9 79.5 Incr Delay (d2), s/veh 188.6 106.2 386.4 164.4 96.5 95.8 162.8 1.8 8.2 22.0 25.6 116.8 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 24.1 17.8 31.7 36.1 28.7 29.8 62.8 18.4 15.0 1.3 10.1 14.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 274.6 192.4 472.6 233.9 166.5 165.8 217.3 35.8 15.3 109.7 104.5 196.3 LnGrp LOS FFFFFFFDBFFF Approach Vol, veh/h 1233 1994 3039 802 Approach Delay, s/veh 297.6 202.2 85.5 129.3 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.5 94.5 47.0 29.0 77.0 27.0 30.0 46.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 86.0 41.0 23.0 71.0 21.0 24.0 40.0 Max Q Clear Time (g_c+I1), s 4.4 44.3 43.0 25.0 73.0 23.0 26.0 42.0 Green Ext Time (p_c), s 0.0 18.1 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 160.4 HCM 6th LOS F Renton, WA TIS 2021 Existing AM 16: Lind Ave SW & SW 27th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 81 83 17 24 93 68 80 792 41 15 196 80 Future Volume (veh/h) 81 83 17 24 93 68 80 792 41 15 196 80 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 88 90 18 26 101 74 87 861 45 16 213 87 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, % 2 22222222222 Cap, veh/h 203 270 229 212 270 229 831 2482 130 467 1797 710 Arrive On Green 0.14 0.14 0.14 0.14 0.14 0.14 0.72 0.72 0.72 0.72 0.72 0.72 Sat Flow, veh/h 1294 1870 1585 1307 1870 1585 1079 3435 180 615 2487 983 Grp Volume(v), veh/h 88 90 18 26 101 74 87 445 461 16 150 150 Grp Sat Flow(s),veh/h/ln1294 1870 1585 1307 1870 1585 1079 1777 1838 615 1777 1693 Q Serve(g_s), s 5.9 3.9 0.9 1.6 4.4 3.8 2.4 8.4 8.4 0.9 2.3 2.4 Cycle Q Clear(g_c), s 10.3 3.9 0.9 5.5 4.4 3.8 4.8 8.4 8.4 9.2 2.3 2.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 0.58 Lane Grp Cap(c), veh/h 203 270 229 212 270 229 831 1284 1328 467 1284 1223 V/C Ratio(X) 0.43 0.33 0.08 0.12 0.37 0.32 0.10 0.35 0.35 0.03 0.12 0.12 Avail Cap(c_a), veh/h 391 540 458 401 540 458 831 1284 1328 467 1284 1223 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/veh39.5 34.6 33.3 37.1 34.8 34.6 4.5 4.6 4.6 6.3 3.8 3.8 Incr Delay (d2), s/veh 1.4 0.7 0.1 0.3 0.9 0.8 0.3 0.7 0.7 0.1 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.0 1.8 0.4 0.5 2.1 1.5 0.5 2.5 2.6 0.1 0.7 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.0 35.3 33.5 37.4 35.7 35.4 4.8 5.4 5.3 6.5 4.0 4.0 LnGrp LOS D DCDDD AAAAAA Approach Vol, veh/h 196 201 993 316 Approach Delay, s/veh 37.7 35.8 5.3 4.1 Approach LOS D D A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 71.0 19.0 71.0 19.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 52.0 26.0 52.0 26.0 Max Q Clear Time (g_c+I1), s 10.4 12.3 11.2 7.5 Green Ext Time (p_c), s 7.2 0.6 2.0 0.8 Intersection Summary HCM 6th Ctrl Delay 12.4 HCM 6th LOS B Renton, WA TIS 2021 Existing AM 17: Lind Ave SW & SW 34th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 80.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 45 14 22 23 236 52 206 881 33 21 143 57 Future Vol, veh/h 45 14 22 23 236 52 206 881 33 21 143 57 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 200 - - 175 - - 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, % 2 22222222222 Mvmt Flow 49 15 24 25 257 57 224 958 36 23 155 62 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1288 1674 109 1555 1687 497 217 0 0 994 0 0 Stage 1 232 232 - 1424 1424 ------- Stage 2 1056 1442 - 131 263 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 121 95 924 77 ~ 93 519 1350 - - 692 - - Stage 1 750 711 - 143 ~ 200 ------- Stage 2 241 196 - 859 689 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - 77 924 54 ~ 75 519 1350 - - 692 - - Mov Cap-2 Maneuver - 77 - 54 ~ 75 ------- Stage 1 626 688 - 119 ~ 167 ------- Stage 2 - 163 - 791 666 ------- Approach EB WB NB SB HCM Control Delay, s $ 442.5 1.5 1 HCM LOS - F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1350 - - - 77 253 54 75 102 692 - - HCM Lane V/C Ratio 0.166 - - - 0.099 0.125 0.463 1.71 1.812 0.033 - - HCM Control Delay (s) 8.2 - - - 56.8 21.2 119.6$ 462.7$ 472.1 10.4 - - HCM Lane LOS A - - - F C F F F B - - HCM 95th %tile Q(veh) 0.6 - - - 0.3 0.4 1.7 11 15 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2021 Existing AM 18: Lind Ave SW & SW 41st St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 74 5 59 116 123 63 1262 18 14 72 20 Future Volume (veh/h) 52 74 5 59 116 123 63 1262 18 14 72 20 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 57 80 5 64 126 134 68 1372 20 15 78 22 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, %222222222222 Cap, veh/h 75 377 23 82 204 182 87 1514 22 275 1457 396 Arrive On Green 0.04 0.11 0.11 0.05 0.11 0.11 0.10 0.84 0.84 0.15 0.53 0.53 Sat Flow, veh/h 1781 3399 211 1781 1777 1585 1781 3586 52 1781 2762 750 Grp Volume(v), veh/h 57 41 44 64 126 134 68 680 712 15 49 51 Grp Sat Flow(s),veh/h/ln 1781 1777 1832 1781 1777 1585 1781 1777 1861 1781 1777 1735 Q Serve(g_s), s 2.8 1.9 1.9 3.2 6.1 7.4 3.4 22.8 22.9 0.6 1.2 1.3 Cycle Q Clear(g_c), s 2.8 1.9 1.9 3.2 6.1 7.4 3.4 22.8 22.9 0.6 1.2 1.3 Prop In Lane 1.00 0.11 1.00 1.00 1.00 0.03 1.00 0.43 Lane Grp Cap(c), veh/h 75 197 203 82 204 182 87 750 786 275 937 915 V/C Ratio(X) 0.76 0.21 0.21 0.78 0.62 0.74 0.78 0.91 0.91 0.05 0.05 0.06 Avail Cap(c_a), veh/h 99 355 366 99 355 317 178 750 786 275 937 915 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.68 0.68 0.68 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.6 36.4 36.4 42.5 38.0 38.5 40.1 5.8 5.8 32.5 10.3 10.4 Incr Delay (d2), s/veh 21.1 0.5 0.5 19.6 2.1 3.9 1.4 2.0 1.9 0.1 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 1.7 0.9 0.9 1.9 2.8 3.0 1.4 2.7 2.8 0.3 0.5 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.7 36.9 37.0 62.1 40.0 42.4 41.5 7.8 7.7 32.6 10.4 10.5 LnGrp LOS E D D E D D D A A C B B Approach Vol, veh/h 142 324 1460 115 Approach Delay, s/veh 47.7 45.4 9.3 13.3 Approach LOS D D A B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 19.9 44.0 10.1 16.0 10.4 53.5 9.8 16.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 38.0 5.0 18.0 9.0 34.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 2.6 24.9 5.2 3.9 5.4 3.3 4.8 9.4 Green Ext Time (p_c), s 0.0 7.5 0.0 0.3 0.0 0.5 0.0 1.0 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B Renton, WA TIS 2021 Existing AM 19: E Valley Rd & SW 41st St/WA-167 Southbound ramps HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 58 7 425 241 110 46 652 193 120 73 13 Future Volume (veh/h) 4 58 7 425 241 110 46 652 193 120 73 13 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 63 8 281 515 120 50 709 210 130 79 14 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, % 2 22222222222 Cap, veh/h 167 524 444 409 823 191 845 1136 963 339 1840 318 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.61 0.61 0.61 0.61 0.61 0.61 Sat Flow, veh/h 793 1870 1585 1339 2937 681 1303 1870 1585 740 3029 524 Grp Volume(v), veh/h 4 63 8 281 327 308 50 709 210 130 46 47 Grp Sat Flow(s),veh/h/ln 793 1870 1585 1339 1870 1748 1303 1870 1585 740 1777 1776 Q Serve(g_s), s 0.5 2.7 0.4 21.2 16.3 16.5 1.7 25.6 6.4 14.4 1.1 1.2 Cycle Q Clear(g_c), s 16.9 2.7 0.4 23.8 16.3 16.5 2.9 25.6 6.4 40.1 1.1 1.2 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 0.29 Lane Grp Cap(c), veh/h 167 524 444 409 524 490 845 1136 963 339 1079 1079 V/C Ratio(X) 0.02 0.12 0.02 0.69 0.62 0.63 0.06 0.62 0.22 0.38 0.04 0.04 Avail Cap(c_a), veh/h 264 752 637 572 752 702 845 1136 963 339 1079 1079 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/veh41.0 28.7 27.8 37.6 33.6 33.6 9.0 13.3 9.5 25.9 8.5 8.5 Incr Delay (d2), s/veh 0.1 0.1 0.0 2.1 1.2 1.3 0.1 2.6 0.5 3.3 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/ln0.1 1.2 0.2 6.8 7.2 6.8 0.5 10.6 2.2 2.8 0.4 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.1 28.8 27.9 39.6 34.8 35.0 9.2 15.9 10.0 29.2 8.5 8.5 LnGrp LOS D CCDCCABBCAA Approach Vol, veh/h 75 916 969 223 Approach Delay, s/veh 29.3 36.3 14.3 20.6 Approach LOS C D B C Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 71.0 36.0 71.0 36.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 65.0 43.0 65.0 43.0 Max Q Clear Time (g_c+I1), s 27.6 18.9 42.1 25.8 Green Ext Time (p_c), s 6.7 0.3 1.4 4.2 Intersection Summary HCM 6th Ctrl Delay 24.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing AM 20: WA-167 NB & SW 43rd St/S 180th St/SW 43rd St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 98 477 0 0 1527 194 1147 59 435 0 0 0 Future Volume (veh/h) 98 477 0 0 1527 194 1147 59 435 0 0 0 Initial Q (Qb), veh 0 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 107 518 0 0 1660 211 1293 0 473 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 20022222 Cap, veh/h 109 1974 0 0 1639 731 1346 0 599 Arrive On Green 0.06 0.56 0.00 0.00 0.46 0.46 0.38 0.00 0.38 Sat Flow, veh/h 1781 3647 0 0 3647 1585 3563 0 1585 Grp Volume(v), veh/h 107 518 0 0 1660 211 1293 0 473 Grp Sat Flow(s),veh/h/ln1781 1777 0 0 1777 1585 1781 0 1585 Q Serve(g_s), s 10.8 13.7 0.0 0.0 83.0 14.9 63.8 0.0 47.6 Cycle Q Clear(g_c), s 10.8 13.7 0.0 0.0 83.0 14.9 63.8 0.0 47.6 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 109 1974 0 0 1639 731 1346 0 599 V/C Ratio(X) 0.98 0.26 0.00 0.00 1.01 0.29 0.96 0.00 0.79 Avail Cap(c_a), veh/h 109 1974 0 0 1639 731 1346 0 599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.89 0.89 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh84.4 20.8 0.0 0.0 48.5 30.1 54.7 0.0 49.7 Incr Delay (d2), s/veh 75.8 0.3 0.0 0.0 25.5 1.0 16.8 0.0 10.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln7.3 5.9 0.0 0.0 42.0 6.0 31.1 0.0 20.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 160.3 21.1 0.0 0.0 74.0 31.1 71.5 0.0 59.9 LnGrp LOS F C A A F C E A E Approach Vol, veh/h 625 1871 1766 Approach Delay, s/veh 44.9 69.2 68.4 Approach LOS D E E Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 106.0 17.0 89.0 74.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 100.0 11.0 83.0 68.0 Max Q Clear Time (g_c+I1), s 15.7 12.8 85.0 65.8 Green Ext Time (p_c), s 3.8 0.0 0.0 1.5 Intersection Summary HCM 6th Ctrl Delay 65.3 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing AM 21: E Valley Hwy/E Valley Rd & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 56 277 28 142 2072 512 158 215 156 202 236 73 Future Volume (veh/h) 56 277 28 142 2072 512 158 215 156 202 236 73 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 61 301 30 154 2252 557 172 234 170 185 306 79 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, % 2 22222222222 Cap, veh/h 59 1984 885 173 2211 986 193 489 341 177 704 179 Arrive On Green 0.01 0.18 0.18 0.13 0.83 0.83 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 998 2001 1395 981 2878 731 Grp Volume(v), veh/h 61 301 30 154 2252 557 172 207 197 185 197 188 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1777 1585 998 1777 1619 981 1870 1739 Q Serve(g_s), s 6.0 12.8 2.8 15.3 112.0 20.5 27.5 17.9 18.9 25.1 16.0 16.5 Cycle Q Clear(g_c), s 6.0 12.8 2.8 15.3 112.0 20.5 44.0 17.9 18.9 44.0 16.0 16.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.42 Lane Grp Cap(c), veh/h 59 1984 885 173 2211 986 193 434 396 177 457 425 V/C Ratio(X) 1.03 0.15 0.03 0.89 1.02 0.56 0.89 0.48 0.50 1.05 0.43 0.44 Avail Cap(c_a), veh/h 59 1984 885 247 2211 986 193 434 396 177 457 425 HCM Platoon Ratio 0.33 0.33 0.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.09 0.09 0.09 1.00 1.00 1.00 0.77 0.77 0.77 Uniform Delay (d), s/veh89.0 37.7 33.6 77.4 15.5 7.6 77.8 58.1 58.5 80.3 57.4 57.6 Incr Delay (d2), s/veh 124.1 0.2 0.1 2.9 11.3 0.2 41.8 3.7 4.4 71.8 2.3 2.6 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/ln4.9 6.2 1.1 7.0 32.2 4.8 10.3 8.5 8.2 11.8 7.9 7.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 213.1 37.8 33.6 80.3 26.8 7.8 119.6 61.8 62.9 152.1 59.7 60.2 LnGrp LOS F D C F F A F E E F E E Approach Vol, veh/h 392 2963 576 570 Approach Delay, s/veh 64.8 26.0 79.5 89.8 Approach LOS E C E F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s23.5 106.5 50.0 12.0 118.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s25.0 93.0 44.0 6.0 112.0 44.0 Max Q Clear Time (g_c+I1), s17.3 14.8 46.0 8.0 114.0 46.0 Green Ext Time (p_c), s 0.2 2.2 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 44.3 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing AM 22: 88th Ave S/Lind Ave SW & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 198 367 15 13 1818 743 23 116 6 36 17 60 Future Volume (veh/h) 198 367 15 13 1818 743 23 116 6 36 17 60 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 215 399 16 14 1976 808 25 126 7 28 33 65 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, % 2 22222222222 Cap, veh/h 40 2438 98 682 1760 672 178 176 10 178 187 159 Arrive On Green 0.70 0.70 0.70 0.93 0.93 0.93 0.10 0.10 0.10 0.10 0.10 0.10 Sat Flow, veh/h 99 3483 139 971 2514 961 1781 1755 98 1781 1870 1585 Grp Volume(v), veh/h 215 203 212 14 1356 1428 25 0 133 28 33 65 Grp Sat Flow(s),veh/h/ln 99 1777 1845 971 1777 1697 1781 0 1853 1781 1870 1585 Q Serve(g_s), s 0.0 7.0 7.0 0.3 126.0 126.0 2.3 0.0 12.5 2.6 2.9 6.9 Cycle Q Clear(g_c), s 126.0 7.0 7.0 7.3 126.0 126.0 2.3 0.0 12.5 2.6 2.9 6.9 Prop In Lane 1.00 0.08 1.00 0.57 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 40 1244 1292 682 1244 1188 178 0 185 178 187 159 V/C Ratio(X) 5.37 0.16 0.16 0.02 1.09 1.20 0.14 0.00 0.72 0.16 0.18 0.41 Avail Cap(c_a), veh/h 40 1244 1292 682 1244 1188 178 0 185 178 187 159 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.09 0.09 0.09 1.00 0.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh90.0 9.1 9.2 2.5 6.2 6.2 73.9 0.0 78.5 74.1 74.2 76.0 Incr Delay (d2), s/veh 2022.6 0.3 0.3 0.0 42.2 91.5 1.6 0.0 21.2 1.8 2.0 7.4 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/ln24.3 2.8 2.9 0.0 18.6 34.1 1.1 0.0 7.1 1.3 1.5 3.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2112.6 9.4 9.4 2.5 48.4 97.7 75.6 0.0 99.7 75.9 76.2 83.5 LnGrp LOS F A A A F F E A F E E F Approach Vol, veh/h 630 2798 158 126 Approach Delay, s/veh 727.2 73.3 95.9 79.9 Approach LOS F E F E Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 132.0 24.0 132.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 126.0 18.0 126.0 18.0 Max Q Clear Time (g_c+I1), s 128.0 8.9 128.0 14.5 Green Ext Time (p_c), s 0.0 0.2 0.0 0.2 Intersection Summary HCM 6th Ctrl Delay 185.5 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing AM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 19 8 65 82 197 68 710 119 309 471 94 Future Volume (veh/h) 5 19 8 65 82 197 68 710 119 309 471 94 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 21 9 71 89 214 74 772 129 336 512 102 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, % 2 22222222222 Cap, veh/h 115 199 85 364 97 234 463 1200 201 433 1419 281 Arrive On Green 0.01 0.16 0.16 0.05 0.20 0.20 0.05 0.39 0.39 0.13 0.48 0.48 Sat Flow, veh/h 1781 1242 532 1781 487 1172 1781 3047 509 1781 2956 586 Grp Volume(v), veh/h 5 0 30 71 0 303 74 450 451 336 307 307 Grp Sat Flow(s),veh/h/ln1781 0 1775 1781 0 1659 1781 1777 1779 1781 1777 1765 Q Serve(g_s), s 0.2 0.0 1.3 3.0 0.0 16.1 2.2 18.5 18.5 9.4 9.8 9.9 Cycle Q Clear(g_c), s 0.2 0.0 1.3 3.0 0.0 16.1 2.2 18.5 18.5 9.4 9.8 9.9 Prop In Lane 1.00 0.30 1.00 0.71 1.00 0.29 1.00 0.33 Lane Grp Cap(c), veh/h 115 0 285 364 0 332 463 700 701 433 853 847 V/C Ratio(X) 0.04 0.00 0.11 0.20 0.00 0.91 0.16 0.64 0.64 0.78 0.36 0.36 Avail Cap(c_a), veh/h 202 0 355 380 0 332 478 700 701 533 853 847 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 0.09 0.09 0.09 Uniform Delay (d), s/veh32.2 0.0 32.3 29.5 0.0 35.2 14.7 22.1 22.1 16.1 14.7 14.7 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.3 0.0 28.5 0.2 4.5 4.5 0.5 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/ln0.1 0.0 0.6 1.3 0.0 8.9 0.9 8.1 8.2 3.4 3.7 3.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.3 0.0 32.4 29.8 0.0 63.7 14.9 26.6 26.6 16.7 14.8 14.8 LnGrp LOS C A C C A E B C C B B B Approach Vol, veh/h 35 374 975 950 Approach Delay, s/veh 32.4 57.3 25.7 15.5 Approach LOS C E C B Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s18.0 41.5 10.2 20.4 10.2 49.2 6.6 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s17.0 26.0 5.0 18.0 5.0 38.0 5.0 18.0 Max Q Clear Time (g_c+I1), s11.4 20.5 5.0 3.3 4.2 11.9 2.2 18.1 Green Ext Time (p_c), s 0.5 2.6 0.0 0.1 0.0 3.8 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 26.7 HCM 6th LOS C Renton, WA TIS 2021 Existing PM 1: Site Driveway/Raymond Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 10 8 0 17 41 0 Future Vol, veh/h 10 8 0 17 41 0 Conflicting Peds, #/hr 0 00000 Sign Control Yield Yield Stop Stop Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 11 9 0 18 45 0 Major/Minor Minor2 Major2 Conflicting Flow All 90 0 0 0 Stage 1 90 - - - Stage 2 0 - - - Critical Hdwy 6.52 6.22 4.12 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 ---- Follow-up Hdwy 4.018 3.318 2.218 - Pot Cap-1 Maneuver 800 - - - Stage 1 820 - - - Stage 2 ---- Platoon blocked, % - Mov Cap-1 Maneuver 0 - - - Mov Cap-2 Maneuver 0 - - - Stage 1 0 - - - Stage 2 0 - - - Approach NB SB HCM Control Delay, s HCM LOS - Minor Lane/Major Mvmt NBLn1 SBL SBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - - HCM Lane LOS - - - HCM 95th %tile Q(veh) - - - Renton, WA TIS 2021 Existing PM 2: Lind Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 29.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 173 5 116 14 7 38 1 633 31 57 560 13 Future Vol, veh/h 173 5 116 14 7 38 1 633 31 57 560 13 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 145 - - 150 -------- 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, % 2 22222222222 Mvmt Flow 188 5 126 15 8 41 1 688 34 62 609 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1090 1464 312 1138 1454 361 623 0 0 722 0 0 Stage 1 740 740 - 707 707 ------- Stage 2 350 724 - 431 747 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 170 127 684 156 129 636 954 - - 876 - - Stage 1 375 421 - 392 436 ------- Stage 2 639 429 - 573 418 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 138 113 684 112 115 636 954 - - 876 - - Mov Cap-2 Maneuver ~ 138 113 - 112 115 ------- Stage 1 374 376 - 391 435 ------- Stage 2 586 428 - 411 373 ------- Approach EB WB NB SB HCM Control Delay, s 160.3 22.3 0 1.2 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 954 - - 138 566 112 373 876 - - HCM Lane V/C Ratio 0.001 - - 1.363 0.232 0.136 0.131 0.071 - - HCM Control Delay (s) 8.8 0 - 263.2 13.3 42.1 16.1 9.4 0.4 - HCM Lane LOS A A - F B E C A A - HCM 95th %tile Q(veh) 0 - - 12.1 0.9 0.5 0.4 0.2 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2021 Existing PM 3: Lind Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 384 261 174 6 175 226 107 818 4 172 400 168 Future Volume (veh/h) 384 261 174 6 175 226 107 818 4 172 400 168 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 417 284 189 7 190 246 116 889 4 187 435 183 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, %222222222222 Cap, veh/h 365 653 422 262 320 285 370 1725 8 270 1163 484 Arrive On Green 0.14 0.32 0.32 0.01 0.18 0.18 0.48 0.48 0.48 0.48 0.48 0.48 Sat Flow, veh/h 1781 2069 1337 1781 1777 1585 805 3628 16 623 2445 1019 Grp Volume(v), veh/h 417 243 230 7 190 246 116 435 458 187 315 303 Grp Sat Flow(s),veh/h/ln 1781 1777 1630 1781 1777 1585 805 1777 1867 623 1777 1687 Q Serve(g_s), s 13.0 9.7 10.1 0.3 8.8 13.6 9.7 15.3 15.3 26.8 10.2 10.3 Cycle Q Clear(g_c), s 13.0 9.7 10.1 0.3 8.8 13.6 20.0 15.3 15.3 42.1 10.2 10.3 Prop In Lane 1.00 0.82 1.00 1.00 1.00 0.01 1.00 0.60 Lane Grp Cap(c), veh/h 365 561 514 262 320 285 370 845 888 270 845 802 V/C Ratio(X) 1.14 0.43 0.45 0.03 0.59 0.86 0.31 0.52 0.52 0.69 0.37 0.38 Avail Cap(c_a), veh/h 365 561 514 345 355 317 370 845 888 270 845 802 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 27.5 24.4 24.5 29.7 33.9 35.8 21.5 16.4 16.4 31.0 15.0 15.1 Incr Delay (d2), s/veh 91.3 0.5 0.6 0.0 2.2 19.4 2.2 2.2 2.1 13.6 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 15.4 4.1 3.9 0.1 3.9 6.7 2.0 6.4 6.7 4.9 4.2 4.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 118.8 24.9 25.2 29.8 36.1 55.3 23.7 18.6 18.5 44.7 16.3 16.4 LnGrp LOS F CCCDECBBDBB Approach Vol, veh/h 890 443 1009 805 Approach Delay, s/veh 69.0 46.6 19.2 23.0 Approach LOS E D B C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 48.8 6.8 34.4 48.8 19.0 22.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 41.0 5.0 26.0 41.0 13.0 18.0 Max Q Clear Time (g_c+I1), s 22.0 2.3 12.1 44.1 15.0 15.6 Green Ext Time (p_c), s 6.5 0.0 2.5 0.0 0.0 0.7 Intersection Summary HCM 6th Ctrl Delay 38.1 HCM 6th LOS D Renton, WA TIS 2021 Existing PM 4: Raymond Ave SW & SW 16th St HCM 6th TWSC Synchro 11 Report NV5 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 25 792 14 5 434 16 56 2 14 11 2 6 Future Vol, veh/h 25 792 14 5 434 16 56 2 14 11 2 6 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 500 -------- 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, % 2 22222222222 Mvmt Flow 27 861 15 5 472 17 61 2 15 12 2 7 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 489 0 0 876 0 0 1418 1422 869 1422 1421 481 Stage 1 ------923923-491491- Stage 2 ------495499-931930- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1074 - - 771 - - 114 136 351 114 136 585 Stage 1 ------323349-559548- Stage 2 ------556544-320346- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1074 - - 771 - - 109 132 351 105 132 585 Mov Cap-2 Maneuver ------109132-105132- Stage 1 ------315340-545545- Stage 2 ------544541-297337- Approach EB WB NB SB HCM Control Delay, s 0.3 0.1 70.8 33.7 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 127 1074 - - 771 - - 146 HCM Lane V/C Ratio 0.616 0.025 - - 0.007 - - 0.141 HCM Control Delay (s) 70.8 8.4 - - 9.7 - - 33.7 HCM Lane LOS F A - - A - - D HCM 95th %tile Q(veh) 3.2 0.1 - - 0 - - 0.5 Renton, WA TIS 2021 Existing PM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 190 1585 512 125 1216 67 562 313 206 110 660 542 Future Volume (veh/h) 190 1585 512 125 1216 67 562 313 206 110 660 542 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 207 1723 557 136 1322 73 392 647 224 120 717 589 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, %222222222222 Cap, veh/h 139 1116 342 89 1332 73 307 457 158 406 425 344 Arrive On Green 0.08 0.42 0.42 0.10 0.78 0.78 0.17 0.17 0.17 0.23 0.23 0.23 Sat Flow, veh/h 1781 2679 821 1781 3424 189 1781 2656 919 1781 1867 1509 Grp Volume(v), veh/h 207 1111 1169 136 685 710 392 455 416 120 682 624 Grp Sat Flow(s),veh/h/ln 1781 1777 1723 1781 1777 1836 1781 1870 1705 1781 1777 1599 Q Serve(g_s), s 14.0 75.0 75.0 9.0 67.3 68.3 31.0 31.0 31.0 10.0 41.0 41.0 Cycle Q Clear(g_c), s 14.0 75.0 75.0 9.0 67.3 68.3 31.0 31.0 31.0 10.0 41.0 41.0 Prop In Lane 1.00 0.48 1.00 0.10 1.00 0.54 1.00 0.94 Lane Grp Cap(c), veh/h 139 740 718 89 691 714 307 322 294 406 405 364 V/C Ratio(X) 1.49 1.50 1.63 1.53 0.99 0.99 1.28 1.41 1.42 0.30 1.68 1.71 Avail Cap(c_a), veh/h 139 740 718 89 691 714 307 322 294 406 405 364 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.79 0.79 0.79 0.65 0.65 0.65 1.00 1.00 1.00 Uniform Delay (d), s/veh 83.0 52.5 52.5 81.0 19.7 19.8 74.5 74.5 74.5 57.5 69.5 69.5 Incr Delay (d2), s/veh 256.4 232.2 289.4 276.8 28.1 28.5 140.6 197.9 199.6 0.4 318.7 332.7 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 16.4 81.1 90.0 10.8 21.3 22.3 26.2 32.7 29.9 4.6 54.5 50.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 339.4 284.7 341.9 357.8 47.8 48.3 215.1 272.4 274.1 57.9 388.2 402.2 LnGrp LOS FFFFDDFFFEFF Approach Vol, veh/h 2487 1531 1263 1426 Approach Delay, s/veh 316.1 75.6 255.2 366.5 Approach LOS F E F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 81.0 47.0 20.0 76.0 37.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 9.0 75.0 41.0 14.0 70.0 31.0 Max Q Clear Time (g_c+I1), s 11.0 77.0 43.0 16.0 70.3 33.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 260.5 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing PM 6: SW Grady Way & Powell Ave SW HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 1724 18 51 1216 18 27 8 70 89 11 141 Future Volume (veh/h) 75 1724 18 51 1216 18 27 8 70 89 11 141 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 82 1874 20 55 1322 20 29 9 76 97 12 153 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, % 2 22222222222 Cap, veh/h 220 2201 23 171 2090 32 82 25 94 159 20 159 Arrive On Green 0.25 1.00 1.00 0.19 1.00 1.00 0.06 0.06 0.06 0.10 0.10 0.10 Sat Flow, veh/h 1781 3602 38 1781 3583 54 1375 427 1585 1594 197 1585 Grp Volume(v), veh/h 82 923 971 55 655 687 38 0 76 109 0 153 Grp Sat Flow(s),veh/h/ln1781 1777 1863 1781 1777 1861 1802 0 1585 1791 0 1585 Q Serve(g_s), s 6.9 0.0 0.0 4.8 0.0 0.0 3.6 0.0 8.5 10.5 0.0 17.3 Cycle Q Clear(g_c), s 6.9 0.0 0.0 4.8 0.0 0.0 3.6 0.0 8.5 10.5 0.0 17.3 Prop In Lane 1.00 0.02 1.00 0.03 0.76 1.00 0.89 1.00 Lane Grp Cap(c), veh/h 220 1086 1139 171 1036 1085 107 0 94 179 0 159 V/C Ratio(X) 0.37 0.85 0.85 0.32 0.63 0.63 0.35 0.00 0.81 0.61 0.00 0.97 Avail Cap(c_a), veh/h 220 1086 1139 171 1036 1085 180 0 159 179 0 159 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.46 0.46 0.46 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh61.9 0.0 0.0 67.7 0.0 0.0 81.3 0.0 83.6 77.6 0.0 80.7 Incr Delay (d2), s/veh 0.1 0.8 0.8 0.5 1.4 1.3 2.0 0.0 14.6 5.8 0.0 60.9 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/ln3.0 0.3 0.3 2.2 0.4 0.4 1.8 0.0 3.9 5.2 0.0 9.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 62.0 0.8 0.8 68.2 1.4 1.3 83.3 0.0 98.2 83.5 0.0 141.6 LnGrp LOS E AAEAAFAFFAF Approach Vol, veh/h 1976 1397 114 262 Approach Delay, s/veh 3.4 4.0 93.2 117.4 Approach LOS A A F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s23.3 116.0 24.0 28.3 111.0 16.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s10.0 110.0 18.0 15.0 105.0 18.0 Max Q Clear Time (g_c+I1), s6.8 2.0 19.3 8.9 2.0 10.5 Green Ext Time (p_c), s 0.0 33.9 0.0 0.1 14.3 0.2 Intersection Summary HCM 6th Ctrl Delay 14.3 HCM 6th LOS B Renton, WA TIS 2021 Existing PM 7: Lind Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 197 1621 80 441 1072 74 80 288 936 90 196 101 Future Volume (veh/h) 197 1621 80 441 1072 74 80 288 936 90 196 101 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 214 1762 87 479 1165 80 87 313 0 98 213 110 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, % 2 22222222222 Cap, veh/h 239 1283 63 307 1473 101 347 1125 357 728 362 Arrive On Green 0.06 0.25 0.25 0.05 0.14 0.14 0.03 0.32 0.00 0.03 0.32 0.32 Sat Flow, veh/h 1781 3448 169 1781 3374 231 1781 3554 1585 1781 2299 1142 Grp Volume(v), veh/h 214 902 947 479 613 632 87 313 0 98 163 160 Grp Sat Flow(s),veh/h/ln1781 1777 1840 1781 1777 1829 1781 1777 1585 1781 1777 1665 Q Serve(g_s), s 13.1 67.0 67.0 27.0 60.0 60.1 5.0 11.9 0.0 5.0 12.4 13.1 Cycle Q Clear(g_c), s 13.1 67.0 67.0 27.0 60.0 60.1 5.0 11.9 0.0 5.0 12.4 13.1 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 239 661 685 307 776 798 347 1125 357 563 527 V/C Ratio(X) 0.90 1.36 1.38 1.56 0.79 0.79 0.25 0.28 0.27 0.29 0.30 Avail Cap(c_a), veh/h 294 661 685 307 776 798 347 1125 357 563 527 HCM Platoon Ratio 0.67 0.67 0.67 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.56 0.56 0.56 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh41.8 67.6 67.6 72.8 69.1 69.1 42.9 46.1 0.0 43.8 46.3 46.5 Incr Delay (d2), s/veh 15.8 169.4 177.3 267.1 8.1 7.9 0.4 0.6 0.0 0.4 1.3 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln7.1 62.5 66.2 37.7 30.7 31.6 0.7 5.5 0.0 1.0 5.8 5.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.6 237.0 244.8 339.9 77.1 77.0 43.2 46.7 0.0 44.2 47.6 48.0 LnGrp LOS E F F F E E D D D D D Approach Vol, veh/h 2063 1724 400 A 421 Approach Delay, s/veh 222.0 150.1 45.9 46.9 Approach LOS F F D D Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s33.0 73.0 11.0 63.0 21.4 84.6 11.0 63.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s27.0 67.0 5.0 57.0 21.0 73.0 5.0 57.0 Max Q Clear Time (g_c+I1), s29.0 69.0 7.0 15.1 15.1 62.1 7.0 13.9 Green Ext Time (p_c), s 0.0 0.0 0.0 2.1 0.3 6.1 0.0 2.3 Intersection Summary HCM 6th Ctrl Delay 163.8 HCM 6th LOS F Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2021 Existing PM 8: SW Grady Way & Longacres Dr SW HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 126.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 62 1941 1776 27 32 605 Future Vol, veh/h 62 1941 1776 27 32 605 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 232 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 67 2110 1930 29 35 658 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1959 0 - 0 3134 980 Stage 1 - - - - 1945 - Stage 2 - - - - 1189 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 294 - - - ~ 9 ~ 249 Stage 1 - - - - 97 - Stage 2 - - - - 251 - Platoon blocked, % - - - Mov Cap-1 Maneuver 294 - - - ~ 7 ~ 249 Mov Cap-2 Maneuver - - - - ~ 7 - Stage 1 - - - - 75 - Stage 2 - - - - 251 - Approach EB WB SB HCM Control Delay, s 0.6 0 $ 882.3 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 294 - - - 7 249 HCM Lane V/C Ratio 0.229 - - - 4.969 2.641 HCM Control Delay (s) 20.8 - - -$ 2807.8$ 780.5 HCM Lane LOS C - - - F F HCM 95th %tile Q(veh) 0.9 - - - 5.7 55.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2021 Existing PM 9: WA-181/W Valley Hwy/Interurban Ave S & Southcenter Blvd/SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 199 843 246 1085 1051 576 147 803 21 388 1253 22 Future Volume (veh/h) 199 843 246 1085 1051 576 147 803 21 388 1253 22 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 216 916 267 1179 1142 626 160 873 23 422 1362 24 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, %222222222222 Cap, veh/h 235 632 282 663 1486 663 99 845 22 269 933 16 Arrive On Green 0.13 0.18 0.18 0.37 0.42 0.42 0.02 0.08 0.08 0.10 0.35 0.35 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 3537 93 3456 3573 63 Grp Volume(v), veh/h 216 916 267 1179 1142 626 160 439 457 422 677 709 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1781 1777 1854 1728 1777 1859 Q Serve(g_s), s 21.6 32.0 30.0 67.0 49.6 51.4 10.0 43.0 43.0 14.0 47.0 47.0 Cycle Q Clear(g_c), s 21.6 32.0 30.0 67.0 49.6 51.4 10.0 43.0 43.0 14.0 47.0 47.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.05 1.00 0.03 Lane Grp Cap(c), veh/h 235 632 282 663 1486 663 99 424 443 269 464 485 V/C Ratio(X) 0.92 1.45 0.95 1.78 0.77 0.94 1.62 1.03 1.03 1.57 1.46 1.46 Avail Cap(c_a), veh/h 267 632 282 663 1486 663 99 424 443 269 464 485 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.40 0.40 0.40 0.09 0.09 0.09 Uniform Delay (d), s/veh 77.2 74.0 73.2 56.5 44.9 28.5 88.3 82.9 82.9 80.7 58.7 58.7 Incr Delay (d2), s/veh 32.2 211.3 39.6 356.3 2.5 22.4 295.5 36.5 35.9 258.2 207.7 208.4 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 12.1 33.2 15.4 95.7 22.6 23.8 13.0 25.1 26.1 15.8 47.2 49.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 109.4 285.3 112.7 412.8 47.4 50.8 383.8 119.4 118.9 338.9 266.4 267.1 LnGrp LOS FFFFDDFFFFFF Approach Vol, veh/h 1399 2947 1056 1808 Approach Delay, s/veh 225.2 194.3 159.2 283.6 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.0 49.0 73.0 38.0 16.0 53.0 29.8 81.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 43.0 67.0 32.0 10.0 47.0 27.0 72.0 Max Q Clear Time (g_c+I1), s 16.0 45.0 69.0 34.0 12.0 49.0 23.6 53.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.2 10.8 Intersection Summary HCM 6th Ctrl Delay 217.6 HCM 6th LOS F Renton, WA TIS 2021 Existing PM 10: I-405 WB ramps/Fort Dent Way & Interurban Ave S HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 116 1574 58 503 926 203 119 221 332 252 54 66 Future Volume (veh/h) 116 1574 58 503 926 203 119 221 332 252 54 66 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 126 1711 63 547 1007 221 129 240 361 274 59 72 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, % 2 22222222222 Cap, veh/h 145 1517 643 422 1295 283 119 171 343 218 285 348 Arrive On Green 0.08 0.41 0.41 0.12 0.45 0.45 0.22 0.22 0.22 0.12 0.37 0.37 Sat Flow, veh/h 1781 3741 1585 3456 2899 634 424 789 1585 1781 767 935 Grp Volume(v), veh/h 126 1711 63 547 616 612 369 0 361 274 0 131 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1728 1777 1756 1213 0 1585 1781 0 1702 Q Serve(g_s), s 12.6 73.0 4.4 22.0 52.9 53.2 29.6 0.0 39.0 22.0 0.0 9.4 Cycle Q Clear(g_c), s 12.6 73.0 4.4 22.0 52.9 53.2 39.0 0.0 39.0 22.0 0.0 9.4 Prop In Lane 1.00 1.00 1.00 0.36 0.35 1.00 1.00 0.55 Lane Grp Cap(c), veh/h 145 1517 643 422 794 784 290 0 343 218 0 634 V/C Ratio(X) 0.87 1.13 0.10 1.30 0.78 0.78 1.27 0.00 1.05 1.26 0.00 0.21 Avail Cap(c_a), veh/h 158 1517 643 422 794 784 290 0 343 218 0 634 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 0.23 0.23 0.23 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh81.8 53.5 33.1 79.0 42.2 42.3 76.6 0.0 70.5 79.0 0.0 38.4 Incr Delay (d2), s/veh 35.6 66.6 0.1 137.0 1.2 1.2 147.3 0.0 62.6 148.0 0.0 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/ln7.3 48.3 1.8 17.9 23.7 23.5 25.5 0.0 21.9 19.1 0.0 4.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 117.4 120.1 33.2 216.0 43.4 43.5 223.9 0.0 133.1 227.0 0.0 39.2 LnGrp LOS F F C F D D F A F F A D Approach Vol, veh/h 1900 1775 730 405 Approach Delay, s/veh 117.0 96.6 179.0 166.2 Approach LOS FFFF Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s28.0 45.0 28.0 79.0 73.0 20.6 86.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s22.0 39.0 22.0 73.0 67.0 16.0 79.0 Max Q Clear Time (g_c+I1), s24.0 41.0 24.0 75.0 11.4 14.6 55.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.9 0.0 9.5 Intersection Summary HCM 6th Ctrl Delay 123.0 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing PM 11: WA-181/W Valley Hwy & I-405 EB off-ramp/S 156th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 577 98 1016 45 28 120 406 1090 115 135 2417 94 Future Volume (veh/h) 577 98 1016 45 28 120 406 1090 115 135 2417 94 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 703 0 0 49 30 130 441 1185 125 147 2627 102 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, % 2 22222222222 Cap, veh/h 753 0 116 63 148 387 1522 160 165 1599 713 Arrive On Green 0.21 0.00 0.00 0.09 0.09 0.09 0.11 0.47 0.47 0.12 0.60 0.60 Sat Flow, veh/h 3563 0 1585 903 679 1585 3456 3244 341 1781 3554 1585 Grp Volume(v), veh/h 703 0 0 79 0 130 441 648 662 147 2627 102 Grp Sat Flow(s),veh/h/ln1781 0 1585 1582 0 1585 1728 1777 1809 1781 1777 1585 Q Serve(g_s), s 34.9 0.0 0.0 7.3 0.0 14.6 20.2 54.8 55.2 14.6 81.0 2.5 Cycle Q Clear(g_c), s 34.9 0.0 0.0 8.5 0.0 14.6 20.2 54.8 55.2 14.6 81.0 2.5 Prop In Lane 1.00 1.00 0.62 1.00 1.00 0.19 1.00 1.00 Lane Grp Cap(c), veh/h 753 0 180 0 148 387 834 849 165 1599 713 V/C Ratio(X) 0.93 0.00 0.44 0.00 0.88 1.14 0.78 0.78 0.89 1.64 0.14 Avail Cap(c_a), veh/h 811 0 199 0 167 387 834 849 198 1599 713 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh69.7 0.0 0.0 77.8 0.0 80.6 79.9 39.9 40.0 78.0 36.1 5.1 Incr Delay (d2), s/veh 16.9 0.0 0.0 1.7 0.0 35.3 89.2 7.0 7.0 4.3 289.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln17.8 0.0 0.0 3.6 0.0 7.5 13.8 25.7 26.4 6.8 96.6 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 86.6 0.0 0.0 79.4 0.0 115.9 169.1 47.0 47.0 82.2 325.6 5.1 LnGrp LOS F A E A F F D D F F A Approach Vol, veh/h 703 A 209 1751 2876 Approach Delay, s/veh 86.6 102.1 77.8 301.8 Approach LOS F F E F Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s22.7 90.4 66.8 26.2 87.0 44.1 22.8 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s20.0 76.0 66.0 15.0 81.0 41.0 19.0 Max Q Clear Time (g_c+I1), s16.6 57.2 0.0 22.2 83.0 36.9 16.6 Green Ext Time (p_c), s 0.1 9.1 0.0 0.0 0.0 1.2 0.2 Intersection Summary HCM 6th Ctrl Delay 196.1 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2021 Existing PM 12: Maple Ave SW & SW Grady Way HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 240 1907 47 104 1206 55 34 19 229 18 16 127 Future Vol, veh/h 240 1907 47 104 1206 55 34 19 229 18 16 127 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 98 - - 141 -----0-- 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, % 2 22222222222 Mvmt Flow 261 2073 51 113 1311 60 37 21 249 20 17 138 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1371 0 0 2124 0 0 3511 4218 1062 2929 4213 686 Stage 1 ------2621 2621 - 1567 1567 - Stage 2 ------8901597 - 1362 2646 - Critical Hdwy 4.14 - - 5.34 - - 6.99 6.54 7.14 6.99 6.54 6.94 Critical Hdwy Stg 1 ------7.34 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.74 5.54 - Follow-up Hdwy 2.22 - - 3.12 - - 3.67 4.02 3.92 3.67 4.02 3.32 Pot Cap-1 Maneuver 497 - - ~ 108 - - ~ 4 ~ 2 ~ 189 ~ 10 ~ 2 390 Stage 1 ------~ 1349-114170- Stage 2 ------296164-14248- Platoon blocked, % - - - - Mov Cap-1 Maneuver 497 - - ~ 108 - - - 0 ~ 189 - 0 390 Mov Cap-2 Maneuver -------0--0- Stage 1 ------~ 623-540- Stage 2 -------0--23- Approach EB WB NB SB HCM Control Delay, s 2.2 13.3 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) - 497 - - ~ 108 - - - 390 HCM Lane V/C Ratio - 0.525 - - 1.047 - - - 0.399 HCM Control Delay (s) - 20 - - 174.6 - - - 20.2 HCM Lane LOS - C - - F - - - C HCM 95th %tile Q(veh) - 3 - - 6.8 - - - 1.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2021 Existing PM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 302 1366 1105 749 651 40 648 605 633 133 1275 371 Future Volume (veh/h) 302 1366 1105 749 651 40 648 605 633 133 1275 371 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 328 1485 1201 814 708 43 704 658 688 145 1386 403 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, %222222222222 Cap, veh/h 336 987 440 499 794 48 426 1250 787 165 1050 326 Arrive On Green 0.25 0.37 0.37 0.14 0.23 0.23 0.24 0.35 0.35 0.09 0.21 0.21 Sat Flow, veh/h 1781 3554 1585 3456 3403 207 1781 3554 1585 1781 5106 1585 Grp Volume(v), veh/h 328 1485 1201 814 369 382 704 658 688 145 1386 403 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1728 1777 1833 1781 1777 1585 1781 1702 1585 Q Serve(g_s), s 32.9 50.0 50.0 26.0 36.2 36.3 43.0 26.5 34.3 14.5 37.0 25.1 Cycle Q Clear(g_c), s 32.9 50.0 50.0 26.0 36.2 36.3 43.0 26.5 34.3 14.5 37.0 25.1 Prop In Lane 1.00 1.00 1.00 0.11 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 336 987 440 499 415 428 426 1250 787 165 1050 326 V/C Ratio(X) 0.97 1.50 2.73 1.63 0.89 0.89 1.65 0.53 0.87 0.88 1.32 1.24 Avail Cap(c_a), veh/h 336 987 440 499 415 428 426 1250 787 238 1050 326 HCM Platoon Ratio 1.33 1.33 1.33 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 67.0 56.7 56.8 77.0 66.8 66.8 68.5 46.4 22.8 80.7 71.5 32.9 Incr Delay (d2), s/veh 42.2 232.3 783.9 292.9 20.7 20.4 304.8 1.6 13.0 22.0 151.0 130.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 18.5 53.5 115.2 31.9 18.9 19.5 55.7 12.2 14.4 7.7 30.9 21.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 109.1 289.0 840.6 369.9 87.5 87.2 373.3 48.0 35.8 102.7 222.5 163.1 LnGrp LOS FFFFFFFDDFFF Approach Vol, veh/h 3014 1565 2050 1934 Approach Delay, s/veh 489.2 234.3 155.6 201.1 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 22.7 69.3 32.0 56.0 49.0 43.0 40.0 48.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 24.0 56.0 26.0 50.0 43.0 37.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 16.5 36.3 28.0 52.0 45.0 39.0 34.9 38.3 Green Ext Time (p_c), s 0.2 7.6 0.0 0.0 0.0 0.0 0.0 1.6 Intersection Summary HCM 6th Ctrl Delay 297.7 HCM 6th LOS F Renton, WA TIS 2021 Existing PM 16: Lind Ave SW & SW 27th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 112 313 198 45 68 13 45 513 4 105 718 117 Future Volume (veh/h) 112 313 198 45 68 13 45 513 4 105 718 117 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 122 340 215 49 74 14 49 558 4 114 780 127 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, % 2 22222222222 Cap, veh/h 359 451 383 156 451 383 386 2261 16 552 1913 311 Arrive On Green 0.24 0.24 0.24 0.24 0.24 0.24 0.63 0.63 0.63 0.63 0.63 0.63 Sat Flow, veh/h 1326 1870 1585 1040 1870 1585 615 3617 26 848 3059 498 Grp Volume(v), veh/h 122 340 215 49 74 14 49 274 288 114 453 454 Grp Sat Flow(s),veh/h/ln1326 1870 1585 1040 1870 1585 615 1777 1866 848 1777 1781 Q Serve(g_s), s 7.2 15.2 10.7 4.1 2.8 0.6 3.9 6.2 6.2 6.2 11.5 11.5 Cycle Q Clear(g_c), s 10.0 15.2 10.7 19.3 2.8 0.6 15.5 6.2 6.2 12.3 11.5 11.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.01 1.00 0.28 Lane Grp Cap(c), veh/h 359 451 383 156 451 383 386 1111 1167 552 1111 1113 V/C Ratio(X) 0.34 0.75 0.56 0.31 0.16 0.04 0.13 0.25 0.25 0.21 0.41 0.41 Avail Cap(c_a), veh/h 539 707 599 298 707 599 386 1111 1167 552 1111 1113 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/veh30.9 31.7 30.0 40.6 27.0 26.1 12.4 7.5 7.5 10.2 8.5 8.5 Incr Delay (d2), s/veh 0.6 2.6 1.3 1.1 0.2 0.0 0.7 0.5 0.5 0.8 1.1 1.1 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/ln2.3 7.0 4.1 1.1 1.3 0.2 0.6 2.3 2.4 1.2 4.3 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.5 34.2 31.3 41.7 27.1 26.2 13.0 8.0 8.0 11.1 9.6 9.6 LnGrp LOS C CCDCC BAABAA Approach Vol, veh/h 677 137 611 1021 Approach Delay, s/veh 32.8 32.3 8.4 9.8 Approach LOS C C A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 62.3 27.7 62.3 27.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 34.0 44.0 34.0 Max Q Clear Time (g_c+I1), s 17.5 17.2 14.3 21.3 Green Ext Time (p_c), s 4.1 3.0 7.7 0.4 Intersection Summary HCM 6th Ctrl Delay 17.0 HCM 6th LOS B Renton, WA TIS 2021 Existing PM 17: Lind Ave SW & SW 34th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 94.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 126 118 157 33 27 11 36 429 23 88 926 23 Future Vol, veh/h 126 118 157 33 27 11 36 429 23 88 926 23 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 200 - - 175 - - 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, % 2 22222222222 Mvmt Flow 137 128 171 36 29 12 39 466 25 96 1007 25 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1538 1781 516 1317 1781 246 1032 0 0 491 0 0 Stage 1 1212 1212 - 557 557 ------- Stage 2 326 569 - 760 1224 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 79 ~ 81 504 115 81 754 669 - - 1069 - - Stage 1 193 253 - 482 510 ------- Stage 2 661 504 - 364 250 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 47 ~ 69 504 - 69 754 669 - - 1069 - - Mov Cap-2 Maneuver ~ 47 ~ 69 - - 69 ------- Stage 1 182 230 - 454 480 ------- Stage 2 575 475 - 97 228 ------- Approach EB WB NB SB HCM Control Delay, s$ 468.2 0.8 0.7 HCM LOS F - Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 669 - - 47 69 185 - 69 117 1069 - - HCM Lane V/C Ratio 0.058 - - 2.914 0.929 1.269 - 0.213 0.228 0.089 - - HCM Control Delay (s) 10.7 - -$ 1046.9 189.9 206.6 - 70.7 44.6 8.7 - - HCM Lane LOS B - - F F F - F E A - - HCM 95th %tile Q(veh) 0.2 - - 14.7 4.6 13 - 0.7 0.8 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2021 Existing PM 18: Lind Ave SW & SW 41st St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 580 231 66 187 53 31 312 46 389 865 75 Future Volume (veh/h) 70 580 231 66 187 53 31 312 46 389 865 75 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 76 630 251 72 203 58 34 339 50 423 940 82 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, %222222222222 Cap, veh/h 98 607 242 92 663 184 106 622 91 422 1249 109 Arrive On Green 0.05 0.24 0.24 0.05 0.24 0.24 0.02 0.07 0.07 0.24 0.38 0.38 Sat Flow, veh/h 1781 2481 988 1781 2745 764 1781 3111 455 1781 3307 288 Grp Volume(v), veh/h 76 451 430 72 130 131 34 192 197 423 505 517 Grp Sat Flow(s),veh/h/ln 1781 1777 1693 1781 1777 1733 1781 1777 1789 1781 1777 1818 Q Serve(g_s), s 3.8 22.0 22.0 3.6 5.4 5.6 1.7 9.4 9.6 21.3 22.2 22.2 Cycle Q Clear(g_c), s 3.8 22.0 22.0 3.6 5.4 5.6 1.7 9.4 9.6 21.3 22.2 22.2 Prop In Lane 1.00 0.58 1.00 0.44 1.00 0.25 1.00 0.16 Lane Grp Cap(c), veh/h 98 434 414 92 429 418 106 355 358 422 671 687 V/C Ratio(X) 0.78 1.04 1.04 0.78 0.30 0.31 0.32 0.54 0.55 1.00 0.75 0.75 Avail Cap(c_a), veh/h 158 434 414 99 429 418 106 355 358 422 671 687 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.58 0.58 0.58 0.80 0.80 0.80 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.0 34.0 34.0 42.2 27.9 28.0 42.3 38.0 38.1 34.3 24.3 24.3 Incr Delay (d2), s/veh 12.3 53.5 54.8 19.1 0.2 0.2 1.4 4.7 4.8 44.3 7.6 7.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 15.6 15.1 2.1 2.3 2.3 0.8 4.9 5.0 14.2 10.4 10.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.3 87.5 88.8 61.3 28.2 28.3 43.7 42.7 42.9 78.6 32.0 31.8 LnGrp LOS D F F E CCDDDFCC Approach Vol, veh/h 957 333 423 1445 Approach Delay, s/veh 85.4 35.4 42.9 45.6 Approach LOS F D D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 27.3 24.0 10.7 28.0 11.3 40.0 10.9 27.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 21.0 18.0 5.0 22.0 5.0 34.0 8.0 19.0 Max Q Clear Time (g_c+I1), s 23.3 11.6 5.6 24.0 3.7 24.2 5.8 7.6 Green Ext Time (p_c), s 0.0 1.2 0.0 0.0 0.0 4.6 0.0 1.1 Intersection Summary HCM 6th Ctrl Delay 56.2 HCM 6th LOS E Renton, WA TIS 2021 Existing PM 19: E Valley Rd & SW 41st St/WA-167 Southbound ramps HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 695 167 591 250 53 52 378 413 387 395 24 Future Volume (veh/h) 30 695 167 591 250 53 52 378 413 387 395 24 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 33 755 182 642 272 58 57 411 449 421 429 26 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, % 2 22222222222 Cap, veh/h 398 701 594 300 560 119 416 701 594 344 1277 77 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1050 1870 1585 1418 1494 319 936 1870 1585 975 3404 206 Grp Volume(v), veh/h 33 755 182 642 0 330 57 411 449 421 223 232 Grp Sat Flow(s),veh/h/ln1050 1870 1585 709 0 1813 936 1870 1585 975 1777 1833 Q Serve(g_s), s 1.2 18.0 3.9 0.0 0.0 6.7 2.2 8.4 11.9 9.6 4.3 4.3 Cycle Q Clear(g_c), s 7.9 18.0 3.9 18.0 0.0 6.7 6.6 8.4 11.9 18.0 4.3 4.3 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 398 701 594 300 0 680 416 701 594 344 666 687 V/C Ratio(X) 0.08 1.08 0.31 2.14 0.00 0.49 0.14 0.59 0.76 1.22 0.34 0.34 Avail Cap(c_a), veh/h 398 701 594 300 0 680 416 701 594 344 666 687 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh14.5 15.0 10.6 24.0 0.0 11.5 13.1 12.0 13.1 21.3 10.7 10.7 Incr Delay (d2), s/veh 0.4 56.4 1.3 524.0 0.0 2.5 0.7 3.6 8.7 124.0 1.4 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 17.1 1.3 23.4 0.0 2.7 0.5 3.6 4.8 15.4 1.6 1.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.9 71.4 11.9 548.0 0.0 13.9 13.8 15.6 21.7 145.3 12.1 12.1 LnGrp LOS B F B F ABBBCFBB Approach Vol, veh/h 970 972 917 876 Approach Delay, s/veh 58.3 366.7 18.5 76.1 Approach LOS E F B E Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 24.0 24.0 24.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 18.0 18.0 18.0 Max Q Clear Time (g_c+I1), s 13.9 20.0 20.0 20.0 Green Ext Time (p_c), s 1.8 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 133.0 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing PM 20: WA-167 NB & SW 43rd St/S 180th St/SW 43rd St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 377 2084 0 0 1234 321 383 41 412 0 0 0 Future Volume (veh/h) 377 2084 0 0 1234 321 383 41 412 0 0 0 Initial Q (Qb), veh 0 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 410 2265 0 0 1341 349 448 0 448 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 20022222 Cap, veh/h 435 2389 0 0 1402 625 930 0 414 Arrive On Green 0.49 1.00 0.00 0.00 0.39 0.39 0.26 0.00 0.26 Sat Flow, veh/h 1781 3647 0 0 3647 1585 3563 0 1585 Grp Volume(v), veh/h 410 2265 0 0 1341 349 448 0 448 Grp Sat Flow(s),veh/h/ln1781 1777 0 0 1777 1585 1781 0 1585 Q Serve(g_s), s 39.2 0.0 0.0 0.0 66.1 30.8 19.1 0.0 47.0 Cycle Q Clear(g_c), s 39.2 0.0 0.0 0.0 66.1 30.8 19.1 0.0 47.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 435 2389 0 0 1402 625 930 0 414 V/C Ratio(X) 0.94 0.95 0.00 0.00 0.96 0.56 0.48 0.00 1.08 Avail Cap(c_a), veh/h 435 2389 0 0 1402 625 930 0 414 HCM Platoon Ratio 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh44.8 0.0 0.0 0.0 53.0 42.3 56.2 0.0 66.5 Incr Delay (d2), s/veh 4.6 1.2 0.0 0.0 15.7 3.6 1.8 0.0 68.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln15.6 0.4 0.0 0.0 32.5 12.9 9.0 0.0 26.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.4 1.2 0.0 0.0 68.7 45.9 58.0 0.0 134.7 LnGrp LOS D AAAEDEAF Approach Vol, veh/h 2675 1690 896 Approach Delay, s/veh 8.6 64.0 96.3 Approach LOS A E F Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 127.0 50.0 77.0 53.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 121.0 44.0 71.0 47.0 Max Q Clear Time (g_c+I1), s 2.0 41.2 68.1 49.0 Green Ext Time (p_c), s 58.2 0.4 2.4 0.0 Intersection Summary HCM 6th Ctrl Delay 41.3 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing PM 21: E Valley Hwy/E Valley Rd & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 64 1473 135 272 888 380 93 166 443 574 540 67 Future Volume (veh/h) 64 1473 135 272 888 380 93 166 443 574 540 67 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 70 1601 147 296 965 413 101 180 482 428 861 73 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, % 2 22222222222 Cap, veh/h 139 1402 625 238 1599 713 218 217 194 386 737 62 Arrive On Green 0.16 0.79 0.79 0.27 0.90 0.90 0.12 0.12 0.12 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 1777 1585 1781 3401 288 Grp Volume(v), veh/h 70 1601 147 296 965 413 101 180 482 428 474 460 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1777 1585 1781 1777 1585 1781 1870 1818 Q Serve(g_s), s 6.5 71.0 4.3 24.0 10.7 9.8 9.5 17.8 22.0 39.0 39.0 39.0 Cycle Q Clear(g_c), s 6.5 71.0 4.3 24.0 10.7 9.8 9.5 17.8 22.0 39.0 39.0 39.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.16 Lane Grp Cap(c), veh/h 139 1402 625 238 1599 713 218 217 194 386 405 394 V/C Ratio(X) 0.51 1.14 0.24 1.25 0.60 0.58 0.46 0.83 2.49 1.11 1.17 1.17 Avail Cap(c_a), veh/h 139 1402 625 238 1599 713 218 217 194 386 405 394 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.51 0.51 0.51 0.32 0.32 0.32 1.00 1.00 1.00 0.15 0.15 0.15 Uniform Delay (d), s/veh72.8 19.0 12.0 66.0 5.5 5.4 73.5 77.2 79.0 70.5 70.5 70.5 Incr Delay (d2), s/veh 1.5 68.9 0.5 122.0 0.5 1.1 1.5 22.7 684.8 55.3 80.2 80.4 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/ln2.9 29.3 1.5 18.0 2.4 2.2 4.5 9.6 45.9 23.8 27.8 27.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.3 87.9 12.4 188.0 6.0 6.5 75.0 99.8 763.8 125.8 150.7 150.9 LnGrp LOS E F B F A A E FFFFF Approach Vol, veh/h 1818 1674 763 1362 Approach Delay, s/veh 81.2 38.3 516.0 143.0 Approach LOS F D F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s30.0 77.0 45.0 20.0 87.0 28.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s24.0 71.0 39.0 14.0 81.0 22.0 Max Q Clear Time (g_c+I1), s26.0 73.0 41.0 8.5 12.7 24.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.1 11.9 0.0 Intersection Summary HCM 6th Ctrl Delay 142.5 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing PM 22: 88th Ave S/Lind Ave SW & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 1223 99 19 1016 185 43 32 27 607 122 230 Future Volume (veh/h) 75 1223 99 19 1016 185 43 32 27 607 122 230 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 82 1329 108 21 1104 201 47 35 29 755 0 250 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, % 2 22222222222 Cap, veh/h 265 1775 144 122 1602 291 178 95 78 950 0 423 Arrive On Green 0.53 0.53 0.53 1.00 1.00 1.00 0.10 0.10 0.10 0.45 0.00 0.45 Sat Flow, veh/h 422 3329 270 372 3004 545 1781 946 784 3563 0 1585 Grp Volume(v), veh/h 82 707 730 21 651 654 47 0 64 755 0 250 Grp Sat Flow(s),veh/h/ln 422 1777 1822 372 1777 1772 1781 0 1729 1781 0 1585 Q Serve(g_s), s 20.3 55.6 56.1 6.6 0.0 0.0 4.4 0.0 6.2 32.7 0.0 21.4 Cycle Q Clear(g_c), s 20.3 55.6 56.1 62.8 0.0 0.0 4.4 0.0 6.2 32.7 0.0 21.4 Prop In Lane 1.00 0.15 1.00 0.31 1.00 0.45 1.00 1.00 Lane Grp Cap(c), veh/h 265 948 972 122 948 945 178 0 173 950 0 423 V/C Ratio(X) 0.31 0.75 0.75 0.17 0.69 0.69 0.26 0.00 0.37 0.79 0.00 0.59 Avail Cap(c_a), veh/h 265 948 972 122 948 945 178 0 173 950 0 423 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 0.78 0.78 0.78 1.00 0.00 1.00 0.68 0.00 0.68 Uniform Delay (d), s/veh24.3 32.6 32.7 18.3 0.0 0.0 74.9 0.0 75.7 45.7 0.0 42.5 Incr Delay (d2), s/veh 3.0 5.3 5.3 0.5 1.6 1.7 3.6 0.0 6.0 4.7 0.0 4.1 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/ln2.3 25.4 26.3 0.6 0.4 0.4 2.2 0.0 3.1 14.0 0.0 8.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.3 37.9 38.0 18.9 1.6 1.7 78.5 0.0 81.7 50.4 0.0 46.6 LnGrp LOS C D D BAAEAFDAD Approach Vol, veh/h 1519 1326 111 1005 Approach Delay, s/veh 37.4 1.9 80.3 49.5 Approach LOS D A F D Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 102.0 54.0 102.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 96.0 48.0 96.0 18.0 Max Q Clear Time (g_c+I1), s 58.1 34.7 64.8 8.2 Green Ext Time (p_c), s 16.4 3.4 12.1 0.3 Intersection Summary HCM 6th Ctrl Delay 29.8 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2021 Existing PM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 58 192 52 80 32 359 13 560 146 408 764 7 Future Volume (veh/h) 58 192 52 80 32 359 13 560 146 408 764 7 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 63 209 57 87 35 390 14 609 159 443 830 8 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, % 2 22222222222 Cap, veh/h 158 269 73 232 26 295 305 832 217 492 1705 16 Arrive On Green 0.04 0.19 0.19 0.05 0.20 0.20 0.02 0.30 0.30 0.19 0.47 0.47 Sat Flow, veh/h 1781 1415 386 1781 132 1473 1781 2790 727 1781 3606 35 Grp Volume(v), veh/h 63 0 266 87 0 425 14 387 381 443 409 429 Grp Sat Flow(s),veh/h/ln1781 0 1801 1781 0 1605 1781 1777 1740 1781 1777 1864 Q Serve(g_s), s 2.5 0.0 12.6 3.5 0.0 18.0 0.5 17.6 17.7 14.6 14.2 14.2 Cycle Q Clear(g_c), s 2.5 0.0 12.6 3.5 0.0 18.0 0.5 17.6 17.7 14.6 14.2 14.2 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 158 0 342 232 0 321 305 530 519 492 840 881 V/C Ratio(X) 0.40 0.00 0.78 0.38 0.00 1.32 0.05 0.73 0.73 0.90 0.49 0.49 Avail Cap(c_a), veh/h 179 0 360 234 0 321 375 530 519 567 840 881 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 0.09 0.09 0.09 Uniform Delay (d), s/veh29.0 0.0 34.6 28.0 0.0 36.0 21.3 28.4 28.4 18.2 16.2 16.2 Incr Delay (d2), s/veh 1.6 0.0 9.9 1.0 0.0 165.9 0.1 8.6 8.9 1.9 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.1 0.0 6.4 1.5 0.0 21.7 0.2 8.5 8.4 5.7 5.5 5.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.6 0.0 44.5 29.0 0.0 201.9 21.4 37.0 37.3 20.1 16.4 16.4 LnGrp LOS C A D C A F CDDCBB Approach Vol, veh/h 329 512 782 1281 Approach Delay, s/veh 41.9 172.5 36.9 17.7 Approach LOS D F D B Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s23.2 32.8 10.9 23.1 7.5 48.6 10.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s21.0 22.0 5.0 18.0 5.0 38.0 5.0 18.0 Max Q Clear Time (g_c+I1), s16.6 19.7 5.5 14.6 2.5 16.2 4.5 20.0 Green Ext Time (p_c), s 0.7 1.1 0.0 0.5 0.0 5.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 52.9 HCM 6th LOS D Renton, WA TIS 2025 Horizon Year No-Build AM 1: Site Driveway/Raymond Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 191 12 5 16 51 70 Future Vol, veh/h 191 12 5 16 51 70 Conflicting Peds, #/hr 0 00000 Sign Control Yield Yield Stop Stop Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 208 13 5 17 55 76 Major/Minor Minor2 Major2 Conflicting Flow All 186 76 0 0 Stage 1 186 - - - Stage 2 0 - - - Critical Hdwy 6.52 6.22 4.12 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 ---- Follow-up Hdwy 4.018 3.318 2.218 - Pot Cap-1 Maneuver 708 985 - - Stage 1 746 - - - Stage 2 ---- Platoon blocked, % - Mov Cap-1 Maneuver 0 985 - - Mov Cap-2 Maneuver 0 - - - Stage 1 0 - - - Stage 2 0 - - - Approach NB SB HCM Control Delay, s 8.7 HCM LOS A Minor Lane/Major Mvmt NBLn1 SBL SBT Capacity (veh/h) 985 - - HCM Lane V/C Ratio 0.023 - - HCM Control Delay (s) 8.7 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) 0.1 - - Renton, WA TIS 2025 Horizon Year No-Build AM 2: Lind Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 9 7 45 34 75 27 483 14 20 492 261 Future Vol, veh/h 25 9 7 45 34 75 27 483 14 20 492 261 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 145 - - 150 -------- 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, % 2 22222222222 Mvmt Flow 27 10 8 49 37 82 29 525 15 22 535 284 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1060 1319 410 908 1454 270 819 0 0 540 0 0 Stage 1 721 721 - 591 591 ------- Stage 2 339 598 - 317 863 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 178 156 591 230 129 728 805 - - 1025 - - Stage 1 385 430 - 460 493 ------- Stage 2 649 489 - 669 370 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 111 142 591 200 117 728 805 - - 1025 - - Mov Cap-2 Maneuver 111 142 - 200 117 ------- Stage 1 365 412 - 436 467 ------- Stage 2 503 464 - 618 354 ------- Approach EB WB NB SB HCM Control Delay, s 38.2 27.8 0.7 0.3 HCM LOS E D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 805 - - 111 213 200 277 1025 - - HCM Lane V/C Ratio 0.036 - - 0.245 0.082 0.245 0.428 0.021 - - HCM Control Delay (s) 9.6 0.2 - 47.6 23.4 28.7 27.4 8.6 0.2 - HCM Lane LOS A A - E C D D A A - HCM 95th %tile Q(veh) 0.1 - - 0.9 0.3 0.9 2 0.1 - - Renton, WA TIS 2025 Horizon Year No-Build AM 3: Lind Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 102 178 254 2 187 298 52 479 6 113 799 158 Future Volume (veh/h) 102 178 254 2 187 298 52 479 6 113 799 158 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 193 276 2 203 324 57 521 7 123 868 172 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, %222222222222 Cap, veh/h 218 510 455 211 401 357 246 1832 25 454 1509 299 Arrive On Green 0.06 0.29 0.29 0.00 0.23 0.23 0.51 0.51 0.51 0.51 0.51 0.51 Sat Flow, veh/h 1781 1777 1585 1781 1777 1585 542 3590 48 875 2956 586 Grp Volume(v), veh/h 111 193 276 2 203 324 57 258 270 123 522 518 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 542 1777 1862 875 1777 1765 Q Serve(g_s), s 4.1 7.8 13.5 0.1 9.0 17.9 7.3 7.5 7.5 8.4 18.3 18.3 Cycle Q Clear(g_c), s 4.1 7.8 13.5 0.1 9.0 17.9 25.6 7.5 7.5 15.9 18.3 18.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.03 1.00 0.33 Lane Grp Cap(c), veh/h 218 510 455 211 401 357 246 907 950 454 907 901 V/C Ratio(X) 0.51 0.38 0.61 0.01 0.51 0.91 0.23 0.28 0.28 0.27 0.58 0.58 Avail Cap(c_a), veh/h 242 510 455 305 415 370 246 907 950 454 907 901 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 25.5 25.7 27.7 27.2 30.5 33.9 24.2 12.6 12.6 17.2 15.3 15.3 Incr Delay (d2), s/veh 1.8 0.5 2.3 0.0 1.0 24.8 2.2 0.8 0.8 1.5 2.7 2.7 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 3.3 5.2 0.0 3.8 9.1 1.1 2.9 3.1 1.8 7.4 7.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.3 26.1 30.0 27.2 31.5 58.8 26.3 13.4 13.4 18.6 17.9 17.9 LnGrp LOS CCCCCEC BBBBB Approach Vol, veh/h 580 529 585 1163 Approach Delay, s/veh 28.2 48.2 14.7 18.0 Approach LOS C D B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 51.9 6.2 31.8 51.9 11.8 26.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 5.0 23.0 44.0 7.0 21.0 Max Q Clear Time (g_c+I1), s 27.6 2.1 15.5 20.3 6.1 19.9 Green Ext Time (p_c), s 3.3 0.0 1.7 8.1 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 25.0 HCM 6th LOS C Renton, WA TIS 2025 Horizon Year No-Build AM 4: Raymond Ave SW & SW 16th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 464 134 35 358 11 28 1 12 11 1 9 Future Vol, veh/h 24 464 134 35 358 11 28 1 12 11 1 9 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 500 -------- 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, % 2 22222222222 Mvmt Flow 26 504 146 38 389 12 30 1 13 12 1 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 401 0 0 650 0 0 1106 1106 577 1107 1173 395 Stage 1 ------629629-471471- Stage 2 ------477477-636702- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1158 - - 936 - - 188 210 516 188 192 654 Stage 1 ------470475-573560- Stage 2 ------569556-466440- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1158 - - 936 - - 176 197 516 174 180 654 Mov Cap-2 Maneuver ------176197-174180- Stage 1 ------460465-560537- Stage 2 ------537533-443430- Approach EB WB NB SB HCM Control Delay, s 0.3 0.8 25.6 20.6 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 219 1158 - - 936 - - 254 HCM Lane V/C Ratio 0.203 0.023 - - 0.041 - - 0.09 HCM Control Delay (s) 25.6 8.2 - - 9 - - 20.6 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 0.7 0.1 - - 0.1 - - 0.3 Renton, WA TIS 2025 Horizon Year No-Build AM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 588 765 376 163 1056 93 479 509 109 37 439 73 Future Volume (veh/h) 588 765 376 163 1056 93 479 509 109 37 439 73 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 639 832 409 177 1148 101 397 726 118 40 477 79 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, %222222222222 Cap, veh/h 495 977 477 257 955 84 336 593 96 198 339 56 Arrive On Green 0.28 0.42 0.42 0.05 0.10 0.10 0.32 0.32 0.32 0.11 0.11 0.11 Sat Flow, veh/h 1781 2314 1130 1781 3305 290 1781 3139 510 1781 3054 503 Grp Volume(v), veh/h 639 638 603 177 617 632 397 432 412 40 277 279 Grp Sat Flow(s),veh/h/ln 1781 1777 1667 1781 1777 1818 1781 1870 1779 1781 1777 1780 Q Serve(g_s), s 50.0 58.2 59.0 17.6 52.0 52.0 34.0 34.0 34.0 3.7 20.0 20.0 Cycle Q Clear(g_c), s 50.0 58.2 59.0 17.6 52.0 52.0 34.0 34.0 34.0 3.7 20.0 20.0 Prop In Lane 1.00 0.68 1.00 0.16 1.00 0.29 1.00 0.28 Lane Grp Cap(c), veh/h 495 750 704 257 513 525 336 353 336 198 197 198 V/C Ratio(X) 1.29 0.85 0.86 0.69 1.20 1.20 1.18 1.22 1.23 0.20 1.40 1.41 Avail Cap(c_a), veh/h 495 750 704 257 513 525 336 353 336 198 197 198 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.67 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.78 0.78 0.78 0.56 0.56 0.56 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.0 46.9 47.1 81.7 81.4 81.4 61.6 61.6 61.6 72.7 80.0 80.0 Incr Delay (d2), s/veh 145.7 11.6 12.8 5.9 104.7 105.5 97.3 114.5 115.6 0.5 207.9 213.1 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 42.6 28.1 26.9 8.9 40.0 41.1 23.4 26.2 25.0 1.7 20.6 20.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 210.7 58.5 59.9 87.6 186.1 186.9 158.9 176.1 177.2 73.2 287.9 293.1 LnGrp LOS F E E FFFFFFEFF Approach Vol, veh/h 1880 1426 1241 596 Approach Delay, s/veh 110.6 174.3 171.0 276.0 Approach LOS FFFF Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 32.0 82.0 26.0 56.0 58.0 40.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 26.0 76.0 20.0 50.0 52.0 34.0 Max Q Clear Time (g_c+I1), s 19.6 61.0 22.0 52.0 54.0 36.0 Green Ext Time (p_c), s 0.2 7.4 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 162.0 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build AM 6: SW Grady Way & Powell Ave SW HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 117 887 47 71 1126 138 14 9 32 18 7 36 Future Volume (veh/h) 117 887 47 71 1126 138 14 9 32 18 7 36 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 127 964 51 77 1224 150 15 10 35 20 8 39 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, % 2 22222222222 Cap, veh/h 470 1983 105 390 1700 208 37 24 53 47 19 57 Arrive On Green 0.35 0.77 0.77 0.07 0.18 0.18 0.03 0.03 0.03 0.04 0.04 0.04 Sat Flow, veh/h 1781 3433 182 1781 3188 389 1090 726 1585 1290 516 1585 Grp Volume(v), veh/h 127 499 516 77 680 694 25 0 35 28 0 39 Grp Sat Flow(s),veh/h/ln1781 1777 1838 1781 1777 1800 1816 0 1585 1806 0 1585 Q Serve(g_s), s 9.2 18.7 18.7 7.3 65.0 65.5 2.4 0.0 3.9 2.7 0.0 4.4 Cycle Q Clear(g_c), s 9.2 18.7 18.7 7.3 65.0 65.5 2.4 0.0 3.9 2.7 0.0 4.4 Prop In Lane 1.00 0.10 1.00 0.22 0.60 1.00 0.71 1.00 Lane Grp Cap(c), veh/h 470 1027 1062 390 948 960 61 0 53 65 0 57 V/C Ratio(X) 0.27 0.49 0.49 0.20 0.72 0.72 0.41 0.00 0.66 0.43 0.00 0.68 Avail Cap(c_a), veh/h 470 1027 1062 390 948 960 182 0 159 181 0 159 HCM Platoon Ratio 1.33 1.33 1.33 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.44 0.44 0.44 0.74 0.74 0.74 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh46.0 11.0 11.0 68.6 61.4 61.6 85.2 0.0 86.0 84.9 0.0 85.7 Incr Delay (d2), s/veh 0.1 0.7 0.7 0.2 3.5 3.5 4.4 0.0 12.9 4.4 0.0 13.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.0 6.1 6.3 3.5 32.2 32.9 1.2 0.0 1.8 1.4 0.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.2 11.7 11.7 68.8 64.9 65.1 89.6 0.0 98.9 89.3 0.0 98.9 LnGrp LOS D BBEEEFAFFAF Approach Vol, veh/h 1142 1451 60 67 Approach Delay, s/veh 15.5 65.2 95.0 94.9 Approach LOS B E F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s45.4 110.0 12.5 53.4 102.0 12.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s16.0 104.0 18.0 24.0 96.0 18.0 Max Q Clear Time (g_c+I1), s9.3 20.7 6.4 11.2 67.5 5.9 Green Ext Time (p_c), s 0.1 8.1 0.1 0.2 11.4 0.1 Intersection Summary HCM 6th Ctrl Delay 45.7 HCM 6th LOS D Renton, WA TIS 2025 Horizon Year No-Build AM 7: Lind Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 770 72 811 1200 70 105 172 540 20 111 41 Future Volume (veh/h) 91 770 72 811 1200 70 105 172 540 20 111 41 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 837 78 882 1304 76 114 187 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, % 2 22222222222 Cap, veh/h 213 821 77 812 2105 122 231 586 215 371 132 Arrive On Green 0.02 0.08 0.08 0.87 1.00 1.00 0.04 0.16 0.00 0.02 0.14 0.14 Sat Flow, veh/h 1781 3286 306 1781 3413 199 1781 3554 1585 1781 2568 915 Grp Volume(v), veh/h 99 453 462 882 678 702 114 187 0 22 82 84 Grp Sat Flow(s),veh/h/ln1781 1777 1815 1781 1777 1835 1781 1777 1585 1781 1777 1706 Q Serve(g_s), s 0.2 45.0 45.0 78.0 0.0 0.0 7.0 8.4 0.0 1.9 7.5 8.0 Cycle Q Clear(g_c), s 0.2 45.0 45.0 78.0 0.0 0.0 7.0 8.4 0.0 1.9 7.5 8.0 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 213 444 454 812 1096 1131 231 586 215 257 246 V/C Ratio(X) 0.46 1.02 1.02 1.09 0.62 0.62 0.49 0.32 0.10 0.32 0.34 Avail Cap(c_a), veh/h 213 444 454 812 1096 1131 231 586 231 257 246 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh75.3 82.6 82.6 8.5 0.0 0.0 66.7 66.3 0.0 63.9 69.1 69.3 Incr Delay (d2), s/veh 1.4 45.8 45.4 57.7 2.6 2.6 1.6 1.4 0.0 0.2 3.3 3.7 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/ln4.6 27.4 27.9 16.7 0.8 0.8 1.5 3.9 0.0 0.9 3.6 3.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 76.7 128.4 128.0 66.2 2.6 2.6 68.3 67.7 0.0 64.1 72.3 73.0 LnGrp LOS E F F F AAEE EEE Approach Vol, veh/h 1014 2262 301 A 188 Approach Delay, s/veh 123.1 27.4 67.9 71.7 Approach LOS F C E E Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s84.0 51.0 13.0 32.0 18.0 117.0 9.3 35.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s78.0 45.0 7.0 26.0 12.0 111.0 5.0 28.0 Max Q Clear Time (g_c+I1), s80.0 47.0 9.0 10.0 2.2 2.0 3.9 10.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.7 0.1 14.2 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 58.6 HCM 6th LOS E Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year No-Build AM 8: SW Grady Way & Longacres Dr SW HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 38.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 635 1358 1203 36 14 23 Future Vol, veh/h 635 1358 1203 36 14 23 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 232 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 690 1476 1308 39 15 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1347 0 - 0 3446 674 Stage 1 - - - - 1328 - Stage 2 - - - - 2118 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver ~ 507 - - - ~ 5 397 Stage 1 - - - - 212 - Stage 2 - - - - 78 - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 507 - - - 0 397 Mov Cap-2 Maneuver - - - - 0 - Stage 1 - - - - 0 - Stage 2 - - - - 78 - Approach EB WB SB HCM Control Delay, s 63.1 0 HCM LOS - Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) ~ 507 ----397 HCM Lane V/C Ratio 1.361 ----0.063 HCM Control Delay (s) 198.1 ----14.7 HCM Lane LOS F ----B HCM 95th %tile Q(veh) 31.2 ----0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year No-Build AM 9: WA-181/W Valley Hwy/Interurban Ave S & Southcenter Blvd/SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 196 416 117 156 678 570 119 1270 11 156 495 15 Future Volume (veh/h) 196 416 117 156 678 570 119 1270 11 156 495 15 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 213 452 127 170 737 620 129 1380 12 170 538 16 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, %222222222222 Cap, veh/h 223 943 421 192 883 394 296 1376 12 330 1812 54 Arrive On Green 0.13 0.27 0.27 0.11 0.25 0.25 0.76 0.76 0.76 0.10 0.51 0.51 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 854 3610 31 3456 3524 105 Grp Volume(v), veh/h 213 452 127 170 737 620 129 679 713 170 271 283 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 854 1777 1865 1728 1777 1852 Q Serve(g_s), s 19.0 17.1 10.2 15.1 31.5 30.7 14.3 61.0 61.0 7.5 14.0 14.0 Cycle Q Clear(g_c), s 19.0 17.1 10.2 15.1 31.5 30.7 28.3 61.0 61.0 7.5 14.0 14.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.06 Lane Grp Cap(c), veh/h 223 943 421 192 883 394 296 677 711 330 914 952 V/C Ratio(X) 0.96 0.48 0.30 0.88 0.84 1.57 0.44 1.00 1.00 0.52 0.30 0.30 Avail Cap(c_a), veh/h 223 977 436 256 1044 466 296 677 711 330 914 952 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 0.69 0.69 0.69 Uniform Delay (d), s/veh 69.6 49.5 46.9 70.4 57.0 36.0 19.3 19.0 19.0 68.9 22.3 22.3 Incr Delay (d2), s/veh 48.0 0.4 0.4 23.4 5.2 270.7 0.4 10.9 10.8 1.0 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.6 7.7 4.1 8.1 14.7 41.5 2.2 13.1 13.7 3.3 6.0 6.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 117.6 49.8 47.3 93.8 62.2 306.7 19.7 29.9 29.8 69.8 22.9 22.8 LnGrp LOS F D D F E F B F F E C C Approach Vol, veh/h 792 1527 1521 724 Approach Delay, s/veh 67.6 165.0 29.0 33.9 Approach LOS E F C C Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 21.3 67.0 23.3 48.5 88.3 26.0 45.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 8.0 61.0 23.0 44.0 75.0 20.0 47.0 Max Q Clear Time (g_c+I1), s 9.5 63.0 17.1 19.1 16.0 21.0 33.5 Green Ext Time (p_c), s 0.0 0.0 0.2 3.4 3.4 0.0 6.3 Intersection Summary HCM 6th Ctrl Delay 82.0 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year No-Build AM 10: I-405 WB ramps/Fort Dent Way & Interurban Ave S HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 38 511 36 328 1636 117 277 35 270 41 24 41 Future Volume (veh/h) 38 511 36 328 1636 117 277 35 270 41 24 41 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 41 555 39 357 1778 127 301 38 293 45 26 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, % 2 22222222222 Cap, veh/h 53 675 286 1229 1704 120 335 37 426 81 216 374 Arrive On Green 0.03 0.18 0.18 0.36 0.51 0.51 0.27 0.27 0.27 0.05 0.35 0.35 Sat Flow, veh/h 1781 3741 1585 3456 3367 238 1090 138 1585 1781 615 1064 Grp Volume(v), veh/h 41 555 39 357 929 976 339 0 293 45 0 71 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1728 1777 1828 1228 0 1585 1781 0 1679 Q Serve(g_s), s 3.7 22.8 3.3 11.9 81.0 81.0 38.4 0.0 26.5 4.0 0.0 4.6 Cycle Q Clear(g_c), s 3.7 22.8 3.3 11.9 81.0 81.0 43.0 0.0 26.5 4.0 0.0 4.6 Prop In Lane 1.00 1.00 1.00 0.13 0.89 1.00 1.00 0.63 Lane Grp Cap(c), veh/h 53 675 286 1229 900 925 372 0 426 81 0 590 V/C Ratio(X) 0.78 0.82 0.14 0.29 1.03 1.05 0.91 0.00 0.69 0.56 0.00 0.12 Avail Cap(c_a), veh/h 67 1520 644 1229 900 925 372 0 426 81 0 590 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh77.1 63.1 55.1 37.1 39.5 39.5 61.3 0.0 52.5 74.8 0.0 35.1 Incr Delay (d2), s/veh 34.7 2.6 0.2 0.0 19.1 27.7 28.7 0.0 8.8 8.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 11.0 1.3 5.0 38.6 41.9 16.4 0.0 11.5 2.0 0.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 111.8 65.7 55.3 37.1 58.6 67.2 90.0 0.0 61.2 83.0 0.0 35.5 LnGrp LOS F E E D F F F A E F A D Approach Vol, veh/h 635 2262 632 116 Approach Delay, s/veh 68.0 58.9 76.7 54.0 Approach LOS E E E D Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s13.3 49.0 62.9 34.9 62.3 10.7 87.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s6.0 43.0 22.0 65.0 55.0 6.0 81.0 Max Q Clear Time (g_c+I1), s6.0 45.0 13.9 24.8 6.6 5.7 83.0 Green Ext Time (p_c), s 0.0 0.0 0.8 4.0 0.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 63.4 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build AM 11: WA-181/W Valley Hwy & I-405 EB off-ramp/S 156th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 583 119 917 43 36 151 126 2585 62 86 786 26 Future Volume (veh/h) 583 119 917 43 36 151 126 2585 62 86 786 26 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 726 0 0 47 39 164 137 2810 67 93 854 28 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, % 2 22222222222 Cap, veh/h 512 0 129 97 188 179 1796 43 146 1905 850 Arrive On Green 0.14 0.00 0.00 0.12 0.12 0.12 0.05 0.51 0.51 0.16 1.00 1.00 Sat Flow, veh/h 3563 0 1585 794 823 1585 3456 3548 84 1781 3554 1585 Grp Volume(v), veh/h 726 0 0 86 0 164 137 1402 1475 93 854 28 Grp Sat Flow(s),veh/h/ln1781 0 1585 1617 0 1585 1728 1777 1855 1781 1777 1585 Q Serve(g_s), s 23.0 0.0 0.0 6.1 0.0 16.3 6.3 81.0 81.0 7.8 0.0 0.0 Cycle Q Clear(g_c), s 23.0 0.0 0.0 7.7 0.0 16.3 6.3 81.0 81.0 7.8 0.0 0.0 Prop In Lane 1.00 1.00 0.55 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 512 0 226 0 188 179 900 939 146 1905 850 V/C Ratio(X) 1.42 0.00 0.38 0.00 0.87 0.76 1.56 1.57 0.64 0.45 0.03 Avail Cap(c_a), veh/h 512 0 306 0 267 216 900 939 146 1905 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 Uniform Delay (d), s/veh68.5 0.0 0.0 65.5 0.0 69.4 74.9 39.5 39.5 64.7 0.0 0.0 Incr Delay (d2), s/veh 199.2 0.0 0.0 1.1 0.0 19.6 12.4 256.6 262.1 8.3 0.7 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/ln24.3 0.0 0.0 3.4 0.0 7.7 3.1 98.0 103.7 3.7 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 267.7 0.0 0.0 66.6 0.0 88.9 87.3 296.1 301.6 73.0 0.7 0.1 LnGrp LOS F A E A FFFFEAA Approach Vol, veh/h 726 A 250 3014 975 Approach Delay, s/veh 267.7 81.2 289.3 7.6 Approach LOS F F F A Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s19.1 87.0 53.9 14.3 91.8 29.0 24.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s5.0 81.0 56.0 10.0 76.0 23.0 27.0 Max Q Clear Time (g_c+I1), s9.8 83.0 0.0 8.3 2.0 25.0 18.3 Green Ext Time (p_c), s 0.0 0.0 0.0 0.1 7.0 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 220.3 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year No-Build AM 12: Maple Ave SW & SW Grady Way HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 106 962 39 179 1593 28 25 7 63 6 3 54 Future Vol, veh/h 106 962 39 179 1593 28 25 7 63 6 3 54 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 98 - - 141 -----0-- 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, % 2 22222222222 Mvmt Flow 115 1046 42 195 1732 30 27 8 68 7 3 59 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1762 0 0 1088 0 0 2555 3449 544 2789 3455 881 Stage 1 ------1297 1297 - 2137 2137 - Stage 2 ------1258 2152 - 652 1318 - Critical Hdwy 4.14 - - 5.34 - - 6.99 6.54 7.14 6.99 6.54 6.94 Critical Hdwy Stg 1 ------7.34 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.74 5.54 - Follow-up Hdwy 2.22 - - 3.12 - - 3.67 4.02 3.92 3.67 4.02 3.32 Pot Cap-1 Maneuver 351 - - 355 - - ~ 19 ~ 7 414 13 7 290 Stage 1 ------126230-5088- Stage 2 ------17786-396225- Platoon blocked, % - - - - Mov Cap-1 Maneuver 351 - - 355 - - - ~ 2 414 - ~ 2 290 Mov Cap-2 Maneuver -------~ 2--~ 2- Stage 1 ------85155-3440- Stage 2 ------5839-211151- Approach EB WB NB SB HCM Control Delay, s 1.9 2.7 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) - 351 - - 355 - - - 34 HCM Lane V/C Ratio - 0.328 - - 0.548 - - - 1.822 HCM Control Delay (s) - 20.2 - - 26.8 - - -$ 643.8 HCM Lane LOS - C - - D - - - F HCM 95th %tile Q(veh) - 1.4 - - 3.1 - - - 6.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year No-Build AM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 335 561 382 1097 933 34 976 1164 1007 25 583 223 Future Volume (veh/h) 335 561 382 1097 933 34 976 1164 1007 25 583 223 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 364 610 415 1192 1014 37 1061 1265 1095 27 634 242 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, %222222222222 Cap, veh/h 238 454 203 787 777 28 703 1743 1139 37 596 185 Arrive On Green 0.04 0.04 0.04 0.23 0.22 0.22 0.39 0.49 0.49 0.02 0.12 0.12 Sat Flow, veh/h 1781 3554 1585 3456 3497 128 1781 3554 1585 1781 5106 1585 Grp Volume(v), veh/h 364 610 415 1192 515 536 1061 1265 1095 27 634 242 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1728 1777 1847 1781 1777 1585 1781 1702 1585 Q Serve(g_s), s 24.0 23.0 23.0 41.0 40.0 40.0 71.0 50.7 45.5 2.7 21.0 21.0 Cycle Q Clear(g_c), s 24.0 23.0 23.0 41.0 40.0 40.0 71.0 50.7 45.5 2.7 21.0 21.0 Prop In Lane 1.00 1.00 1.00 0.07 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 238 454 203 787 395 411 703 1743 1139 37 596 185 V/C Ratio(X) 1.53 1.34 2.05 1.51 1.30 1.31 1.51 0.73 0.96 0.74 1.06 1.31 Avail Cap(c_a), veh/h 238 454 203 787 395 411 703 1743 1139 59 596 185 HCM Platoon Ratio 0.33 0.33 0.33 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 86.0 86.2 86.2 69.5 70.0 70.0 54.5 36.3 10.3 87.7 79.5 79.5 Incr Delay (d2), s/veh 259.8 168.7 488.8 238.0 154.5 154.0 236.9 2.7 18.9 24.6 55.2 172.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 28.8 21.7 37.4 44.1 35.1 36.4 77.2 22.2 23.5 1.5 12.3 17.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 345.8 254.9 575.0 307.5 224.5 224.0 291.4 38.9 29.2 112.2 134.7 251.7 LnGrp LOS FFFFFFFDCFFF Approach Vol, veh/h 1389 2243 3421 903 Approach Delay, s/veh 374.4 268.5 114.1 165.4 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.7 94.3 47.0 29.0 77.0 27.0 30.0 46.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 86.0 41.0 23.0 71.0 21.0 24.0 40.0 Max Q Clear Time (g_c+I1), s 4.7 52.7 43.0 25.0 73.0 23.0 26.0 42.0 Green Ext Time (p_c), s 0.0 19.8 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 208.9 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year No-Build AM 16: Lind Ave SW & SW 27th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 93 19 27 105 77 90 891 46 17 221 90 Future Volume (veh/h) 91 93 19 27 105 77 90 891 46 17 221 90 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 101 21 29 114 84 98 968 50 18 240 98 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, % 2 22222222222 Cap, veh/h 215 299 253 225 299 253 783 2430 126 408 1756 696 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.71 0.71 0.71 0.71 0.71 0.71 Sat Flow, veh/h 1279 1870 1585 1294 1870 1585 1042 3438 178 554 2485 985 Grp Volume(v), veh/h 99 101 21 29 114 84 98 500 518 18 170 168 Grp Sat Flow(s),veh/h/ln1279 1870 1585 1294 1870 1585 1042 1777 1838 554 1777 1693 Q Serve(g_s), s 6.8 4.3 1.0 1.8 4.9 4.2 3.0 10.3 10.3 1.2 2.8 2.9 Cycle Q Clear(g_c), s 11.7 4.3 1.0 6.1 4.9 4.2 6.0 10.3 10.3 11.6 2.8 2.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 0.58 Lane Grp Cap(c), veh/h 215 299 253 225 299 253 783 1256 1300 408 1256 1197 V/C Ratio(X) 0.46 0.34 0.08 0.13 0.38 0.33 0.13 0.40 0.40 0.04 0.14 0.14 Avail Cap(c_a), veh/h 380 540 458 392 540 458 783 1256 1300 408 1256 1197 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/veh39.1 33.6 32.2 36.3 33.8 33.5 5.3 5.4 5.4 7.7 4.3 4.3 Incr Delay (d2), s/veh 1.5 0.7 0.1 0.3 0.8 0.8 0.3 0.9 0.9 0.2 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 2.0 0.4 0.6 2.3 1.7 0.6 3.3 3.4 0.2 0.9 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.6 34.2 32.3 36.6 34.6 34.3 5.6 6.3 6.3 7.9 4.5 4.5 LnGrp LOS D CCDCC AAAAAA Approach Vol, veh/h 221 227 1116 356 Approach Delay, s/veh 36.9 34.8 6.2 4.7 Approach LOS D C A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 69.6 20.4 69.6 20.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 52.0 26.0 52.0 26.0 Max Q Clear Time (g_c+I1), s 12.3 13.7 13.6 8.1 Green Ext Time (p_c), s 8.5 0.7 2.3 0.9 Intersection Summary HCM 6th Ctrl Delay 12.9 HCM 6th LOS B Renton, WA TIS 2025 Horizon Year No-Build AM 17: Lind Ave SW & SW 34th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 163.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 51 16 25 26 266 59 232 992 37 24 161 64 Future Vol, veh/h 51 16 25 26 266 59 232 992 37 24 161 64 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 200 - - 175 - - 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, % 2 22222222222 Mvmt Flow 55 17 27 28 289 64 252 1078 40 26 175 70 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1450 1884 123 1750 1899 559 245 0 0 1118 0 0 Stage 1 262 262 - 1602 1602 ------- Stage 2 1188 1622 - 148 297 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 92 70 905 55 ~ 69 472 1318 - - 620 - - Stage 1 720 690 - 110 ~ 163 ------- Stage 2 200 160 - 840 666 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - 54 905 33 ~ 53 472 1318 - - 620 - - Mov Cap-2 Maneuver - 54 - 33 ~ 53 ------- Stage 1 582 661 - 89 ~ 132 ------- Stage 2 - 129 - 760 638 ------- Approach EB WB NB SB HCM Control Delay, s $ 905.4 1.5 1.1 HCM LOS - F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1318 - - - 54 188 33 53 73 620 - - HCM Lane V/C Ratio 0.191 - - - 0.161 0.191 0.856 2.728 2.859 0.042 - - HCM Control Delay (s) 8.4 - - - 84.1 28.6 289.3$ 945.9$ 960.8 11.1 - - HCM Lane LOS A - - - F D F F F B - - HCM 95th %tile Q(veh) 0.7 - - - 0.5 0.7 3 15 20.7 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year No-Build AM 18: Lind Ave SW & SW 41st St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 59 83 6 66 131 138 71 1420 20 16 81 23 Future Volume (veh/h) 59 83 6 66 131 138 71 1420 20 16 81 23 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 64 90 7 72 142 150 77 1543 22 17 88 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, %222222222222 Cap, veh/h 82 400 31 92 223 199 98 1514 22 249 1397 382 Arrive On Green 0.05 0.12 0.12 0.05 0.13 0.13 0.11 0.84 0.84 0.14 0.51 0.51 Sat Flow, veh/h 1781 3344 257 1781 1777 1585 1781 3587 51 1781 2757 755 Grp Volume(v), veh/h 64 47 50 72 142 150 77 764 801 17 56 57 Grp Sat Flow(s),veh/h/ln 1781 1777 1824 1781 1777 1585 1781 1777 1861 1781 1777 1735 Q Serve(g_s), s 3.2 2.2 2.2 3.6 6.8 8.2 3.8 38.0 38.0 0.7 1.4 1.5 Cycle Q Clear(g_c), s 3.2 2.2 2.2 3.6 6.8 8.2 3.8 38.0 38.0 0.7 1.4 1.5 Prop In Lane 1.00 0.14 1.00 1.00 1.00 0.03 1.00 0.44 Lane Grp Cap(c), veh/h 82 212 218 92 223 199 98 750 786 249 900 879 V/C Ratio(X) 0.78 0.22 0.23 0.78 0.64 0.76 0.78 1.02 1.02 0.07 0.06 0.07 Avail Cap(c_a), veh/h 99 355 365 99 355 317 178 750 786 249 900 879 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.64 0.64 0.64 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 35.8 35.9 42.2 37.4 38.0 39.5 7.0 7.0 33.6 11.3 11.3 Incr Delay (d2), s/veh 27.1 0.5 0.5 20.8 1.9 3.7 1.3 14.8 15.1 0.1 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 2.0 1.0 1.0 2.1 3.1 3.4 1.6 5.7 6.0 0.3 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.6 36.4 36.4 63.0 39.4 41.8 40.8 21.8 22.1 33.7 11.4 11.5 LnGrp LOS E D D E D D D F F C B B Approach Vol, veh/h 161 364 1642 130 Approach Delay, s/veh 49.6 45.0 22.8 14.4 Approach LOS D D C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.6 44.0 10.7 16.8 11.0 51.6 10.1 17.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 38.0 5.0 18.0 9.0 34.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 2.7 40.0 5.6 4.2 5.8 3.5 5.2 10.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 0.0 0.6 0.0 1.0 Intersection Summary HCM 6th Ctrl Delay 27.7 HCM 6th LOS C Renton, WA TIS 2025 Horizon Year No-Build AM 19: E Valley Rd & SW 41st St/WA-167 Southbound ramps HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 65 8 478 271 124 52 734 217 135 82 15 Future Volume (veh/h) 5 65 8 478 271 124 52 734 217 135 82 15 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 71 9 317 580 135 57 798 236 147 89 16 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, % 2 22222222222 Cap, veh/h 166 577 489 438 906 210 801 1092 925 251 1764 310 Arrive On Green 0.31 0.31 0.31 0.31 0.31 0.31 0.58 0.58 0.58 0.58 0.58 0.58 Sat Flow, veh/h 736 1870 1585 1329 2937 682 1289 1870 1585 681 3022 530 Grp Volume(v), veh/h 5 71 9 317 369 346 57 798 236 147 51 54 Grp Sat Flow(s),veh/h/ln 736 1870 1585 1329 1870 1748 1289 1870 1585 681 1777 1775 Q Serve(g_s), s 0.7 3.0 0.4 25.1 18.9 19.0 2.2 34.5 8.1 22.2 1.4 1.4 Cycle Q Clear(g_c), s 19.7 3.0 0.4 28.1 18.9 19.0 3.7 34.5 8.1 56.7 1.4 1.4 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 0.30 Lane Grp Cap(c), veh/h 166 577 489 438 577 539 801 1092 925 251 1037 1036 V/C Ratio(X) 0.03 0.12 0.02 0.72 0.64 0.64 0.07 0.73 0.26 0.58 0.05 0.05 Avail Cap(c_a), veh/h 223 722 612 542 722 675 801 1092 925 251 1037 1036 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/veh41.7 27.7 26.8 37.8 33.2 33.2 10.7 16.8 11.3 37.4 9.9 9.9 Incr Delay (d2), s/veh 0.1 0.1 0.0 3.6 1.3 1.4 0.2 4.3 0.7 9.6 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/ln0.1 1.4 0.2 8.2 8.4 7.9 0.6 14.9 2.9 4.3 0.5 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.8 27.8 26.8 41.4 34.4 34.6 10.9 21.1 12.0 47.0 10.0 10.0 LnGrp LOS D CCDCCBCBDBB Approach Vol, veh/h 85 1032 1091 252 Approach Delay, s/veh 28.5 36.6 18.6 31.6 Approach LOS C D B C Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 71.0 40.3 71.0 40.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 65.0 43.0 65.0 43.0 Max Q Clear Time (g_c+I1), s 36.5 21.7 58.7 30.1 Green Ext Time (p_c), s 7.6 0.4 0.8 4.2 Intersection Summary HCM 6th Ctrl Delay 27.9 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build AM 20: WA-167 NB & SW 43rd St/S 180th St/SW 43rd St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 110 537 0 0 1719 218 1291 66 490 0 0 0 Future Volume (veh/h) 110 537 0 0 1719 218 1291 66 490 0 0 0 Initial Q (Qb), veh 0 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 120 584 0 0 1868 237 1454 0 533 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 20022222 Cap, veh/h 109 1974 0 0 1639 731 1346 0 599 Arrive On Green 0.06 0.56 0.00 0.00 0.46 0.46 0.38 0.00 0.38 Sat Flow, veh/h 1781 3647 0 0 3647 1585 3563 0 1585 Grp Volume(v), veh/h 120 584 0 0 1868 237 1454 0 533 Grp Sat Flow(s),veh/h/ln1781 1777 0 0 1777 1585 1781 0 1585 Q Serve(g_s), s 11.0 15.7 0.0 0.0 83.0 17.1 68.0 0.0 56.7 Cycle Q Clear(g_c), s 11.0 15.7 0.0 0.0 83.0 17.1 68.0 0.0 56.7 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 109 1974 0 0 1639 731 1346 0 599 V/C Ratio(X) 1.10 0.30 0.00 0.00 1.14 0.32 1.08 0.00 0.89 Avail Cap(c_a), veh/h 109 1974 0 0 1639 731 1346 0 599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.82 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh84.5 21.3 0.0 0.0 48.5 30.7 56.0 0.0 52.5 Incr Delay (d2), s/veh 108.2 0.3 0.0 0.0 70.9 1.2 49.3 0.0 17.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln8.4 6.8 0.0 0.0 52.4 6.9 39.0 0.0 25.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 192.7 21.6 0.0 0.0 119.4 31.9 105.3 0.0 70.4 LnGrp LOS F C A A F C F A E Approach Vol, veh/h 704 2105 1987 Approach Delay, s/veh 50.8 109.6 96.0 Approach LOS D F F Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 106.0 17.0 89.0 74.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 100.0 11.0 83.0 68.0 Max Q Clear Time (g_c+I1), s 17.7 13.0 85.0 70.0 Green Ext Time (p_c), s 4.4 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 95.3 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build AM 21: E Valley Hwy/E Valley Rd & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 63 312 32 160 2332 576 178 242 176 227 266 82 Future Volume (veh/h) 63 312 32 160 2332 576 178 242 176 227 266 82 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 68 339 35 174 2535 626 193 263 191 208 343 89 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, % 2 22222222222 Cap, veh/h 59 1945 867 193 2211 986 174 488 342 157 702 180 Arrive On Green 0.01 0.18 0.18 0.14 0.83 0.83 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 956 1995 1400 937 2873 735 Grp Volume(v), veh/h 68 339 35 174 2535 626 193 233 221 208 222 210 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1777 1585 956 1777 1618 937 1870 1738 Q Serve(g_s), s 6.0 14.5 3.3 17.3 112.0 25.8 25.3 20.5 21.5 22.5 18.3 18.7 Cycle Q Clear(g_c), s 6.0 14.5 3.3 17.3 112.0 25.8 44.0 20.5 21.5 44.0 18.3 18.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.42 Lane Grp Cap(c), veh/h 59 1945 867 193 2211 986 174 434 396 157 457 425 V/C Ratio(X) 1.15 0.17 0.04 0.90 1.15 0.63 1.11 0.54 0.56 1.32 0.48 0.50 Avail Cap(c_a), veh/h 59 1945 867 247 2211 986 174 434 396 157 457 425 HCM Platoon Ratio 0.33 0.33 0.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.09 0.09 0.09 1.00 1.00 1.00 0.75 0.75 0.75 Uniform Delay (d), s/veh89.0 39.3 34.7 76.1 15.5 8.1 80.3 59.1 59.5 81.6 58.3 58.5 Incr Delay (d2), s/veh 161.3 0.2 0.1 3.8 66.5 0.3 100.1 4.7 5.6 174.8 2.7 3.1 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/ln5.5 7.0 1.3 7.9 49.1 6.0 13.0 9.8 9.4 15.0 9.1 8.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 250.3 39.5 34.8 79.9 82.0 8.4 180.3 63.8 65.1 256.4 61.0 61.5 LnGrp LOS F D C E F A F E E F E E Approach Vol, veh/h 442 3335 647 640 Approach Delay, s/veh 71.6 68.1 99.0 124.7 Approach LOS E E F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s25.5 104.5 50.0 12.0 118.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s25.0 93.0 44.0 6.0 112.0 44.0 Max Q Clear Time (g_c+I1), s19.3 16.5 46.0 8.0 114.0 46.0 Green Ext Time (p_c), s 0.2 2.5 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 79.5 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build AM 22: 88th Ave S/Lind Ave SW & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 223 413 17 15 2046 836 26 131 7 41 19 68 Future Volume (veh/h) 223 413 17 15 2046 836 26 131 7 41 19 68 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 242 449 18 16 2224 909 28 142 8 33 38 74 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, % 2 22222222222 Cap, veh/h 40 2438 98 647 1760 672 178 175 10 178 187 159 Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.10 0.10 0.10 0.10 0.10 0.10 Sat Flow, veh/h 69 3483 139 926 2514 960 1781 1754 99 1781 1870 1585 Grp Volume(v), veh/h 242 229 238 16 1526 1607 28 0 150 33 38 74 Grp Sat Flow(s),veh/h/ln 69 1777 1845 926 1777 1697 1781 0 1853 1781 1870 1585 Q Serve(g_s), s 0.0 8.0 8.0 1.1 126.0 126.0 2.6 0.0 14.3 3.1 3.4 7.9 Cycle Q Clear(g_c), s 126.0 8.0 8.0 9.1 126.0 126.0 2.6 0.0 14.3 3.1 3.4 7.9 Prop In Lane 1.00 0.08 1.00 0.57 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 40 1244 1292 647 1244 1188 178 0 185 178 187 159 V/C Ratio(X) 6.05 0.18 0.18 0.02 1.23 1.35 0.16 0.00 0.81 0.19 0.20 0.47 Avail Cap(c_a), veh/h 40 1244 1292 647 1244 1188 178 0 185 178 187 159 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 0.09 0.09 0.09 1.00 0.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh90.0 9.3 9.3 10.9 27.0 27.0 74.1 0.0 79.3 74.3 74.4 76.5 Incr Delay (d2), s/veh 2325.2 0.3 0.3 0.0 102.9 159.0 1.9 0.0 30.5 2.2 2.3 9.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln27.7 3.2 3.4 0.2 84.8 99.5 1.3 0.0 8.4 1.5 1.7 3.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2415.2 9.6 9.6 10.9 129.9 186.0 75.9 0.0 109.8 76.5 76.8 85.7 LnGrp LOS F A A B F F E A F E E F Approach Vol, veh/h 709 3149 178 145 Approach Delay, s/veh 830.7 157.9 104.5 81.2 Approach LOS FFFF Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 132.0 24.0 132.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 126.0 18.0 126.0 18.0 Max Q Clear Time (g_c+I1), s 128.0 9.9 128.0 16.3 Green Ext Time (p_c), s 0.0 0.3 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 267.1 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build AM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 21 9 73 92 222 77 799 134 348 530 106 Future Volume (veh/h) 6 21 9 73 92 222 77 799 134 348 530 106 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 7 23 10 79 100 241 84 868 146 378 576 115 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, % 2 22222222222 Cap, veh/h 96 196 85 366 97 235 429 1139 192 417 1405 280 Arrive On Green 0.01 0.16 0.16 0.05 0.20 0.20 0.05 0.37 0.37 0.15 0.48 0.48 Sat Flow, veh/h 1781 1236 537 1781 487 1173 1781 3043 512 1781 2953 588 Grp Volume(v), veh/h 7 0 33 79 0 341 84 507 507 378 346 345 Grp Sat Flow(s),veh/h/ln1781 0 1774 1781 0 1659 1781 1777 1778 1781 1777 1765 Q Serve(g_s), s 0.3 0.0 1.4 3.3 0.0 18.0 2.6 22.5 22.5 11.0 11.4 11.5 Cycle Q Clear(g_c), s 0.3 0.0 1.4 3.3 0.0 18.0 2.6 22.5 22.5 11.0 11.4 11.5 Prop In Lane 1.00 0.30 1.00 0.71 1.00 0.29 1.00 0.33 Lane Grp Cap(c), veh/h 96 0 281 366 0 332 429 665 666 417 845 839 V/C Ratio(X) 0.07 0.00 0.12 0.22 0.00 1.03 0.20 0.76 0.76 0.91 0.41 0.41 Avail Cap(c_a), veh/h 179 0 355 375 0 332 441 665 666 486 845 839 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 0.09 0.09 0.09 Uniform Delay (d), s/veh32.5 0.0 32.5 29.5 0.0 36.0 15.7 24.6 24.6 17.9 15.4 15.4 Incr Delay (d2), s/veh 0.3 0.0 0.2 0.3 0.0 56.7 0.2 8.0 8.0 2.4 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/ln0.1 0.0 0.6 1.4 0.0 12.2 1.0 10.4 10.4 4.2 4.3 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.8 0.0 32.7 29.8 0.0 92.7 16.0 32.7 32.7 20.2 15.5 15.5 LnGrp LOS C A C C A F B C C C B B Approach Vol, veh/h 40 420 1098 1069 Approach Delay, s/veh 32.7 80.8 31.4 17.2 Approach LOS C F C B Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s19.5 39.7 10.6 20.2 10.4 48.8 6.8 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s17.0 26.0 5.0 18.0 5.0 38.0 5.0 18.0 Max Q Clear Time (g_c+I1), s13.0 24.5 5.3 3.4 4.6 13.5 2.3 20.0 Green Ext Time (p_c), s 0.5 0.9 0.0 0.1 0.0 4.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 33.5 HCM 6th LOS C Renton, WA TIS 2025 Horizon Year No-Build PM 1: Site Driveway/Raymond Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 11 9 0 19 46 0 Future Vol, veh/h 11 9 0 19 46 0 Conflicting Peds, #/hr 0 00000 Sign Control Yield Yield Stop Stop Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 12 10 0 21 50 0 Major/Minor Minor2 Major2 Conflicting Flow All 100 0 0 0 Stage 1 100 - - - Stage 2 0 - - - Critical Hdwy 6.52 6.22 4.12 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 ---- Follow-up Hdwy 4.018 3.318 2.218 - Pot Cap-1 Maneuver 790 - - - Stage 1 812 - - - Stage 2 ---- Platoon blocked, % - Mov Cap-1 Maneuver 0 - - - Mov Cap-2 Maneuver 0 - - - Stage 1 0 - - - Stage 2 0 - - - Approach NB SB HCM Control Delay, s HCM LOS - Minor Lane/Major Mvmt NBLn1 SBL SBT Capacity (veh/h) - - - HCM Lane V/C Ratio - - - HCM Control Delay (s) - - - HCM Lane LOS - - - HCM 95th %tile Q(veh) - - - Renton, WA TIS 2025 Horizon Year No-Build PM 2: Lind Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 64.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 195 6 131 16 8 43 1 712 35 64 630 15 Future Vol, veh/h 195 6 131 16 8 43 1 712 35 64 630 15 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 145 - - 150 -------- 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, % 2 22222222222 Mvmt Flow 212 7 142 17 9 47 1 774 38 70 685 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1227 1647 351 1281 1636 406 701 0 0 812 0 0 Stage 1 833 833 - 795 795 ------- Stage 2 394 814 - 486 841 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 134 98 645 123 100 594 892 - - 810 - - Stage 1 329 382 - 347 398 ------- Stage 2 602 390 - 531 379 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 102 84 645 80 86 594 892 - - 810 - - Mov Cap-2 Maneuver ~ 102 84 - 80 86 ------- Stage 1 328 328 - 346 397 ------- Stage 2 541 389 - 348 325 ------- Approach EB WB NB SB HCM Control Delay, s$ 350.4 29.4 0 1.4 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 892 - - 102 499 80 308 810 - - HCM Lane V/C Ratio 0.001 - - 2.078 0.298 0.217 0.18 0.086 - - HCM Control Delay (s) 9 0 -$ 585.9 15.3 62.1 19.2 9.9 0.6 - HCM Lane LOS A A - F C F C A A - HCM 95th %tile Q(veh) 0 - - 18.1 1.2 0.8 0.6 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year No-Build PM 3: Lind Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 432 294 196 7 197 254 120 921 5 194 450 189 Future Volume (veh/h) 432 294 196 7 197 254 120 921 5 194 450 189 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 470 320 213 8 214 276 130 1001 5 211 489 205 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, %222222222222 Cap, veh/h 360 679 442 268 346 309 324 1671 8 223 1127 470 Arrive On Green 0.14 0.33 0.33 0.01 0.19 0.19 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 1781 2063 1342 1781 1777 1585 750 3626 18 560 2445 1019 Grp Volume(v), veh/h 470 275 258 8 214 276 130 491 515 211 355 339 Grp Sat Flow(s),veh/h/ln 1781 1777 1629 1781 1777 1585 750 1777 1867 560 1777 1687 Q Serve(g_s), s 13.0 11.0 11.4 0.3 9.9 15.3 12.7 18.5 18.5 23.0 12.1 12.2 Cycle Q Clear(g_c), s 13.0 11.0 11.4 0.3 9.9 15.3 24.9 18.5 18.5 41.5 12.1 12.2 Prop In Lane 1.00 0.82 1.00 1.00 1.00 0.01 1.00 0.60 Lane Grp Cap(c), veh/h 360 585 536 268 346 309 324 819 861 223 819 778 V/C Ratio(X) 1.31 0.47 0.48 0.03 0.62 0.89 0.40 0.60 0.60 0.95 0.43 0.44 Avail Cap(c_a), veh/h 360 585 536 349 355 317 324 819 861 223 819 778 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 26.3 24.0 24.1 28.6 33.2 35.3 24.8 18.1 18.1 37.2 16.3 16.4 Incr Delay (d2), s/veh 156.6 0.6 0.7 0.0 3.1 25.6 3.7 3.2 3.1 47.7 1.7 1.8 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 21.5 4.6 4.4 0.1 4.5 8.0 2.5 7.9 8.3 7.6 5.1 4.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 182.9 24.5 24.8 28.6 36.3 61.0 28.5 21.3 21.1 85.0 18.0 18.2 LnGrp LOS F CCCDECCCFBB Approach Vol, veh/h 1003 498 1136 905 Approach Delay, s/veh 98.8 49.8 22.0 33.7 Approach LOS F D C C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 47.5 6.9 35.6 47.5 19.0 23.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 41.0 5.0 26.0 41.0 13.0 18.0 Max Q Clear Time (g_c+I1), s 26.9 2.3 13.4 43.5 15.0 17.3 Green Ext Time (p_c), s 6.4 0.0 2.7 0.0 0.0 0.2 Intersection Summary HCM 6th Ctrl Delay 50.7 HCM 6th LOS D Renton, WA TIS 2025 Horizon Year No-Build PM 4: Raymond Ave SW & SW 16th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 8.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 891 16 6 488 18 63 2 16 12 2 7 Future Vol, veh/h 28 891 16 6 488 18 63 2 16 12 2 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 500 -------- 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, % 2 22222222222 Mvmt Flow 30 968 17 7 530 20 68 2 17 13 2 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 550 0 0 985 0 0 1596 1601 977 1600 1599 540 Stage 1 ------1037 1037 - 554 554 - Stage 2 ------559564-1046 1045 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1020 - - 701 - - 86 106 304 85 106 542 Stage 1 ------279308-517514- Stage 2 ------513508-276306- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1020 - - 701 - - 81 102 304 77 102 542 Mov Cap-2 Maneuver ------81102-77102- Stage 1 ------271299-502509- Stage 2 ------499503-251297- Approach EB WB NB SB HCM Control Delay, s 0.3 0.1 153.2 45.6 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 95 1020 - - 701 - - 111 HCM Lane V/C Ratio 0.927 0.03 - - 0.009 - - 0.206 HCM Control Delay (s) 153.2 8.6 - - 10.2 - - 45.6 HCM Lane LOS F A - - B - - E HCM 95th %tile Q(veh) 5.3 0.1 - - 0 - - 0.7 Renton, WA TIS 2025 Horizon Year No-Build PM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 214 1784 576 141 1369 75 633 352 232 124 743 610 Future Volume (veh/h) 214 1784 576 141 1369 75 633 352 232 124 743 610 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 233 1939 626 153 1488 82 441 729 252 135 808 663 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, %222222222222 Cap, veh/h 139 1117 342 89 1332 73 307 458 158 406 430 340 Arrive On Green 0.08 0.42 0.42 0.10 0.78 0.78 0.17 0.17 0.17 0.23 0.23 0.23 Sat Flow, veh/h 1781 2680 820 1781 3425 188 1781 2657 918 1781 1886 1493 Grp Volume(v), veh/h 233 1250 1315 153 769 801 441 513 468 135 760 711 Grp Sat Flow(s),veh/h/ln 1781 1777 1723 1781 1777 1837 1781 1870 1705 1781 1777 1602 Q Serve(g_s), s 14.0 75.0 75.0 9.0 70.0 70.0 31.0 31.0 31.0 11.4 41.0 41.0 Cycle Q Clear(g_c), s 14.0 75.0 75.0 9.0 70.0 70.0 31.0 31.0 31.0 11.4 41.0 41.0 Prop In Lane 1.00 0.48 1.00 0.10 1.00 0.54 1.00 0.93 Lane Grp Cap(c), veh/h 139 740 718 89 691 714 307 322 294 406 405 365 V/C Ratio(X) 1.68 1.69 1.83 1.72 1.11 1.12 1.44 1.59 1.59 0.33 1.88 1.95 Avail Cap(c_a), veh/h 139 740 718 89 691 714 307 322 294 406 405 365 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.71 0.71 0.71 0.37 0.37 0.37 1.00 1.00 1.00 Uniform Delay (d), s/veh 83.0 52.5 52.5 81.0 20.0 20.0 74.5 74.5 74.5 58.1 69.5 69.5 Incr Delay (d2), s/veh 336.1 315.4 380.0 354.3 65.2 67.8 203.8 272.4 272.9 0.5 403.8 437.4 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 19.4 98.2 108.1 12.7 29.1 30.6 31.6 39.3 35.9 5.3 64.1 61.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 419.1 367.9 432.5 435.3 85.2 87.8 278.3 346.9 347.4 58.5 473.3 506.9 LnGrp LOS FFFFFFFFFEFF Approach Vol, veh/h 2798 1723 1422 1606 Approach Delay, s/veh 402.5 117.5 325.8 453.3 Approach LOS FFFF Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 81.0 47.0 20.0 76.0 37.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 9.0 75.0 41.0 14.0 70.0 31.0 Max Q Clear Time (g_c+I1), s 11.0 77.0 43.0 16.0 72.0 33.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 333.8 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build PM 6: SW Grady Way & Powell Ave SW HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 1940 20 57 1369 20 30 9 79 100 12 159 Future Volume (veh/h) 84 1940 20 57 1369 20 30 9 79 100 12 159 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 91 2109 22 62 1488 22 33 10 86 109 13 173 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, % 2 22222222222 Cap, veh/h 209 2202 23 160 2091 31 91 28 104 160 19 159 Arrive On Green 0.23 1.00 1.00 0.18 1.00 1.00 0.07 0.07 0.07 0.10 0.10 0.10 Sat Flow, veh/h 1781 3603 38 1781 3585 53 1382 419 1585 1600 191 1585 Grp Volume(v), veh/h 91 1038 1093 62 737 773 43 0 86 122 0 173 Grp Sat Flow(s),veh/h/ln1781 1777 1864 1781 1777 1861 1801 0 1585 1790 0 1585 Q Serve(g_s), s 7.8 0.0 0.0 5.5 0.0 0.0 4.1 0.0 9.6 11.8 0.0 18.0 Cycle Q Clear(g_c), s 7.8 0.0 0.0 5.5 0.0 0.0 4.1 0.0 9.6 11.8 0.0 18.0 Prop In Lane 1.00 0.02 1.00 0.03 0.77 1.00 0.89 1.00 Lane Grp Cap(c), veh/h 209 1086 1139 160 1036 1085 119 0 104 179 0 159 V/C Ratio(X) 0.43 0.96 0.96 0.39 0.71 0.71 0.36 0.00 0.82 0.68 0.00 1.09 Avail Cap(c_a), veh/h 209 1086 1139 160 1036 1085 180 0 159 179 0 159 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.23 0.23 0.23 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh63.8 0.0 0.0 69.5 0.0 0.0 80.5 0.0 83.0 78.2 0.0 81.0 Incr Delay (d2), s/veh 0.1 2.8 2.9 0.4 1.0 0.9 1.9 0.0 18.5 10.1 0.0 98.0 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/ln3.4 0.9 0.9 2.5 0.3 0.3 2.0 0.0 4.5 6.0 0.0 11.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.9 2.8 2.9 69.8 1.0 0.9 82.3 0.0 101.6 88.3 0.0 179.0 LnGrp LOS E AAEAAFAFFAF Approach Vol, veh/h 2222 1572 129 295 Approach Delay, s/veh 5.4 3.7 95.2 141.5 Approach LOS A A F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s22.1 116.0 24.0 27.1 111.0 17.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s10.0 110.0 18.0 15.0 105.0 18.0 Max Q Clear Time (g_c+I1), s7.5 2.0 20.0 9.8 2.0 11.6 Green Ext Time (p_c), s 0.0 48.2 0.0 0.1 18.5 0.2 Intersection Summary HCM 6th Ctrl Delay 17.0 HCM 6th LOS B Renton, WA TIS 2025 Horizon Year No-Build PM 7: Lind Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 222 1824 90 496 1207 83 90 324 1053 101 221 114 Future Volume (veh/h) 222 1824 90 496 1207 83 90 324 1053 101 221 114 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 241 1983 98 539 1312 90 98 352 0 110 240 124 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, % 2 22222222222 Cap, veh/h 255 1283 63 307 1369 94 327 1125 338 727 363 Arrive On Green 0.08 0.25 0.25 0.05 0.13 0.13 0.03 0.32 0.00 0.03 0.32 0.32 Sat Flow, veh/h 1781 3448 169 1781 3375 231 1781 3554 1585 1781 2295 1146 Grp Volume(v), veh/h 241 1014 1067 539 689 713 98 352 0 110 184 180 Grp Sat Flow(s),veh/h/ln1781 1777 1840 1781 1777 1829 1781 1777 1585 1781 1777 1664 Q Serve(g_s), s 19.5 67.0 67.0 27.0 69.4 69.7 5.0 13.5 0.0 5.0 14.2 14.9 Cycle Q Clear(g_c), s 19.5 67.0 67.0 27.0 69.4 69.7 5.0 13.5 0.0 5.0 14.2 14.9 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 255 661 685 307 721 742 327 1125 338 563 527 V/C Ratio(X) 0.95 1.53 1.56 1.75 0.96 0.96 0.30 0.31 0.33 0.33 0.34 Avail Cap(c_a), veh/h 255 661 685 307 721 742 327 1125 338 563 527 HCM Platoon Ratio 0.67 0.67 0.67 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.35 0.35 0.35 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh62.4 67.6 67.6 72.8 76.4 76.5 44.7 46.6 0.0 45.6 46.9 47.1 Incr Delay (d2), s/veh 21.1 242.5 253.7 352.7 24.5 24.8 0.5 0.7 0.0 0.6 1.5 1.8 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/ln8.4 75.9 80.7 45.0 38.4 39.7 1.2 6.2 0.0 1.6 6.7 6.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 83.5 310.1 321.3 425.5 100.8 101.3 45.2 47.4 0.0 46.1 48.4 48.9 LnGrp LOS F FFFFFDD DDD Approach Vol, veh/h 2322 1941 450 A 474 Approach Delay, s/veh 291.7 191.2 46.9 48.1 Approach LOS F F D D Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s33.0 73.0 11.0 63.0 27.0 79.0 11.0 63.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s27.0 67.0 5.0 57.0 21.0 73.0 5.0 57.0 Max Q Clear Time (g_c+I1), s29.0 69.0 7.0 16.9 21.5 71.7 7.0 15.5 Green Ext Time (p_c), s 0.0 0.0 0.0 2.4 0.0 1.0 0.0 2.6 Intersection Summary HCM 6th Ctrl Delay 210.6 HCM 6th LOS F Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year No-Build PM 8: SW Grady Way & Longacres Dr SW HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 221.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 70 2185 1999 30 36 681 Future Vol, veh/h 70 2185 1999 30 36 681 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 232 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 76 2375 2173 33 39 740 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 2206 0 - 0 3530 1103 Stage 1 - - - - 2190 - Stage 2 - - - - 1340 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 235 - - - ~ 4 ~ 206 Stage 1 - - - - 71 - Stage 2 - - - - 209 - Platoon blocked, % - - - Mov Cap-1 Maneuver 235 - - - ~ 3 ~ 206 Mov Cap-2 Maneuver - - - - ~ 3 - Stage 1 - - - - 48 - Stage 2 - - - - 209 - Approach EB WB SB HCM Control Delay, s 0.9 0 $ 1539.3 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 235 - - - 3 206 HCM Lane V/C Ratio 0.324 - - -13.043 3.593 HCM Control Delay (s) 27.5 - - -$ 7707.7$ 1213.2 HCM Lane LOS D - - - F F HCM 95th %tile Q(veh) 1.3 - - - 6.7 70.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year No-Build PM 9: WA-181/W Valley Hwy/Interurban Ave S & Southcenter Blvd/SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 224 949 277 1221 1183 648 165 904 24 437 1410 25 Future Volume (veh/h) 224 949 277 1221 1183 648 165 904 24 437 1410 25 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 243 1032 301 1327 1286 704 179 983 26 475 1533 27 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, %222222222222 Cap, veh/h 261 632 282 663 1435 640 99 845 22 269 933 16 Arrive On Green 0.15 0.18 0.18 0.37 0.40 0.40 0.02 0.08 0.08 0.10 0.35 0.35 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 3537 94 3456 3573 63 Grp Volume(v), veh/h 243 1032 301 1327 1286 704 179 494 515 475 762 798 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1781 1777 1854 1728 1777 1859 Q Serve(g_s), s 24.3 32.0 32.0 67.0 60.9 55.1 10.0 43.0 43.0 14.0 47.0 47.0 Cycle Q Clear(g_c), s 24.3 32.0 32.0 67.0 60.9 55.1 10.0 43.0 43.0 14.0 47.0 47.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.05 1.00 0.03 Lane Grp Cap(c), veh/h 261 632 282 663 1435 640 99 424 443 269 464 485 V/C Ratio(X) 0.93 1.63 1.07 2.00 0.90 1.10 1.81 1.16 1.16 1.77 1.64 1.64 Avail Cap(c_a), veh/h 267 632 282 663 1435 640 99 424 443 269 464 485 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.17 0.17 0.17 0.09 0.09 0.09 Uniform Delay (d), s/veh 76.0 74.0 74.0 56.5 50.1 30.8 88.3 82.9 82.9 80.7 58.7 58.7 Incr Delay (d2), s/veh 37.0 292.2 72.8 456.0 7.8 66.1 370.7 78.4 78.2 346.6 289.5 291.1 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 13.9 40.3 18.8 114.1 28.7 32.9 15.0 30.0 31.3 19.1 57.8 60.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 112.9 366.2 146.8 512.5 57.9 96.9 459.1 161.3 161.1 427.3 348.2 349.8 LnGrp LOS FFFFEFFFFFFF Approach Vol, veh/h 1576 3317 1188 2035 Approach Delay, s/veh 285.3 248.1 206.1 367.3 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.0 49.0 73.0 38.0 16.0 53.0 32.3 78.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 43.0 67.0 32.0 10.0 47.0 27.0 72.0 Max Q Clear Time (g_c+I1), s 16.0 45.0 69.0 34.0 12.0 49.0 26.3 62.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.1 7.0 Intersection Summary HCM 6th Ctrl Delay 279.0 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year No-Build PM 10: I-405 WB ramps/Fort Dent Way & Interurban Ave S HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 131 1772 65 566 1042 228 134 249 374 284 61 74 Future Volume (veh/h) 131 1772 65 566 1042 228 134 249 374 284 61 74 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 1926 71 615 1133 248 146 271 407 309 66 80 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, % 2 22222222222 Cap, veh/h 158 1517 643 422 1274 277 115 163 343 218 286 347 Arrive On Green 0.09 0.41 0.41 0.12 0.44 0.44 0.22 0.22 0.22 0.12 0.37 0.37 Sat Flow, veh/h 1781 3741 1585 3456 2902 631 405 752 1585 1781 770 933 Grp Volume(v), veh/h 142 1926 71 615 691 690 417 0 407 309 0 146 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1728 1777 1757 1157 0 1585 1781 0 1702 Q Serve(g_s), s 14.2 73.0 5.0 22.0 64.2 65.4 28.4 0.0 39.0 22.0 0.0 10.6 Cycle Q Clear(g_c), s 14.2 73.0 5.0 22.0 64.2 65.4 39.0 0.0 39.0 22.0 0.0 10.6 Prop In Lane 1.00 1.00 1.00 0.36 0.35 1.00 1.00 0.55 Lane Grp Cap(c), veh/h 158 1517 643 422 780 771 278 0 343 218 0 634 V/C Ratio(X) 0.90 1.27 0.11 1.46 0.89 0.90 1.50 0.00 1.19 1.42 0.00 0.23 Avail Cap(c_a), veh/h 158 1517 643 422 780 771 278 0 343 218 0 634 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh81.2 53.5 33.3 79.0 46.4 46.7 77.2 0.0 70.5 79.0 0.0 38.8 Incr Delay (d2), s/veh 43.0 126.7 0.1 206.5 1.3 1.5 243.7 0.0 109.0 213.4 0.0 0.8 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/ln8.5 60.9 2.0 22.0 28.7 28.9 31.9 0.0 26.3 23.1 0.0 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 124.2 180.2 33.4 285.5 47.6 48.1 320.9 0.0 179.5 292.4 0.0 39.6 LnGrp LOS F F C F D D F A F F A D Approach Vol, veh/h 2139 1996 824 455 Approach Delay, s/veh 171.6 121.1 251.0 211.3 Approach LOS FFFF Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s28.0 45.0 28.0 79.0 73.0 22.0 85.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s22.0 39.0 22.0 73.0 67.0 16.0 79.0 Max Q Clear Time (g_c+I1), s24.0 41.0 24.0 75.0 12.6 16.2 67.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 1.0 0.0 7.1 Intersection Summary HCM 6th Ctrl Delay 168.4 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build PM 11: WA-181/W Valley Hwy & I-405 EB off-ramp/S 156th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 649 110 1144 51 32 135 457 1227 129 152 2720 106 Future Volume (veh/h) 649 110 1144 51 32 135 457 1227 129 152 2720 106 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 791 0 0 55 35 147 497 1334 140 165 2957 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, % 2 22222222222 Cap, veh/h 811 0 125 70 163 297 1405 147 183 1599 713 Arrive On Green 0.23 0.00 0.00 0.10 0.10 0.10 0.09 0.43 0.43 0.10 0.45 0.45 Sat Flow, veh/h 3563 0 1585 905 677 1585 3456 3247 339 1781 3554 1585 Grp Volume(v), veh/h 791 0 0 90 0 147 497 727 747 165 2957 115 Grp Sat Flow(s),veh/h/ln1781 0 1585 1581 0 1585 1728 1777 1809 1781 1777 1585 Q Serve(g_s), s 39.7 0.0 0.0 8.6 0.0 16.5 15.4 70.7 71.8 16.5 81.0 3.6 Cycle Q Clear(g_c), s 39.7 0.0 0.0 9.6 0.0 16.5 15.4 70.7 71.8 16.5 81.0 3.6 Prop In Lane 1.00 1.00 0.61 1.00 1.00 0.19 1.00 1.00 Lane Grp Cap(c), veh/h 811 0 195 0 163 297 769 783 183 1599 713 V/C Ratio(X) 0.97 0.00 0.46 0.00 0.90 1.68 0.95 0.95 0.90 1.85 0.16 Avail Cap(c_a), veh/h 811 0 199 0 167 297 769 783 198 1599 713 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh69.0 0.0 0.0 76.6 0.0 79.8 82.3 49.0 49.3 79.8 49.5 6.3 Incr Delay (d2), s/veh 25.4 0.0 0.0 1.7 0.0 41.6 318.5 21.6 22.7 5.2 382.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln21.0 0.0 0.0 4.1 0.0 8.7 20.1 36.0 37.3 7.9 120.7 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 94.4 0.0 0.0 78.3 0.0 121.5 400.8 70.6 72.0 85.0 431.8 6.4 LnGrp LOS F A E A F F E E F F A Approach Vol, veh/h 791 A 237 1971 3237 Approach Delay, s/veh 94.4 105.1 154.4 399.0 Approach LOS FFFF Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s24.5 83.9 71.6 21.4 87.0 47.0 24.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s20.0 76.0 66.0 15.0 81.0 41.0 19.0 Max Q Clear Time (g_c+I1), s18.5 73.8 0.0 17.4 83.0 41.7 18.5 Green Ext Time (p_c), s 0.1 1.8 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 271.9 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year No-Build PM 12: Maple Ave SW & SW Grady Way HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 12.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 270 2146 53 117 1357 62 38 21 258 20 18 143 Future Vol, veh/h 270 2146 53 117 1357 62 38 21 258 20 18 143 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 98 - - 141 -----0-- 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, % 2 22222222222 Mvmt Flow 293 2333 58 127 1475 67 41 23 280 22 20 155 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1542 0 0 2391 0 0 3950 4744 1196 3294 4740 771 Stage 1 ------2948 2948 - 1763 1763 - Stage 2 ------1002 1796 - 1531 2977 - Critical Hdwy 4.14 - - 5.34 - - 6.99 6.54 7.14 6.99 6.54 6.94 Critical Hdwy Stg 1 ------7.34 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.74 5.54 - Follow-up Hdwy 2.22 - - 3.12 - - 3.67 4.02 3.92 3.67 4.02 3.32 Pot Cap-1 Maneuver 427 - - ~ 79 - - ~ 2 ~ 1 ~ 153 ~ 6 ~ 1 343 Stage 1 ------~ 833-86136- Stage 2 ------254131-11032- Platoon blocked, % - - - - Mov Cap-1 Maneuver 427 - - ~ 79 - - - 0 ~ 153 - 0 343 Mov Cap-2 Maneuver -------0--0- Stage 1 ------~ 3~ 10-270- Stage 2 -------0-37~ 10- Approach EB WB NB SB HCM Control Delay, s 3.3 31.6 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) - 427 - - ~ 79 - - - 343 HCM Lane V/C Ratio - 0.687 - - 1.61 - - - 0.51 HCM Control Delay (s) - 30 - -$ 415.4 - - - 25.9 HCM Lane LOS - D - - F - - - D HCM 95th %tile Q(veh) - 5.1 - - 10.5 - - - 2.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year No-Build PM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 340 1537 1244 843 733 45 729 681 712 150 1435 418 Future Volume (veh/h) 340 1537 1244 843 733 45 729 681 712 150 1435 418 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 370 1671 1352 916 797 49 792 740 774 163 1560 454 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, %222222222222 Cap, veh/h 336 987 440 499 793 49 426 1215 771 183 1050 326 Arrive On Green 0.25 0.37 0.37 0.14 0.23 0.23 0.24 0.34 0.34 0.10 0.21 0.21 Sat Flow, veh/h 1781 3554 1585 3456 3401 209 1781 3554 1585 1781 5106 1585 Grp Volume(v), veh/h 370 1671 1352 916 416 430 792 740 774 163 1560 454 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1728 1777 1833 1781 1777 1585 1781 1702 1585 Q Serve(g_s), s 34.0 50.0 50.0 26.0 42.0 42.0 43.0 31.2 50.2 16.3 37.0 25.1 Cycle Q Clear(g_c), s 34.0 50.0 50.0 26.0 42.0 42.0 43.0 31.2 50.2 16.3 37.0 25.1 Prop In Lane 1.00 1.00 1.00 0.11 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 336 987 440 499 415 428 426 1215 771 183 1050 326 V/C Ratio(X) 1.10 1.69 3.07 1.84 1.00 1.00 1.86 0.61 1.00 0.89 1.49 1.39 Avail Cap(c_a), veh/h 336 987 440 499 415 428 426 1215 771 238 1050 326 HCM Platoon Ratio 1.33 1.33 1.33 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 67.4 56.7 56.8 77.0 69.0 69.0 68.5 49.2 27.7 79.8 71.5 32.9 Incr Delay (d2), s/veh 78.5 316.1 937.8 383.6 45.3 44.7 396.5 2.3 33.4 26.7 224.0 194.8 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 22.4 65.0 134.0 38.2 24.4 25.1 66.5 14.4 24.9 8.9 38.0 27.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 145.9 372.9 994.6 460.6 114.3 113.7 465.0 51.5 61.2 106.5 295.5 227.7 LnGrp LOS FFFFFFFDFFFF Approach Vol, veh/h 3393 1762 2306 2177 Approach Delay, s/veh 595.9 294.1 196.8 267.2 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 24.5 67.5 32.0 56.0 49.0 43.0 40.0 48.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 24.0 56.0 26.0 50.0 43.0 37.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 18.3 52.2 28.0 52.0 45.0 39.0 36.0 44.0 Green Ext Time (p_c), s 0.2 2.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 371.0 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year No-Build PM 16: Lind Ave SW & SW 27th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 126 352 223 51 77 15 51 577 5 118 808 132 Future Volume (veh/h) 126 352 223 51 77 15 51 577 5 118 808 132 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 137 383 242 55 84 16 55 627 5 128 878 143 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, % 2 22222222222 Cap, veh/h 388 503 426 161 503 426 321 2160 17 488 1828 298 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 1314 1870 1585 1000 1870 1585 552 3613 29 795 3059 498 Grp Volume(v), veh/h 137 383 242 55 84 16 55 308 324 128 510 511 Grp Sat Flow(s),veh/h/ln1314 1870 1585 1000 1870 1585 552 1777 1865 795 1777 1781 Q Serve(g_s), s 8.0 16.9 11.9 4.8 3.1 0.7 5.6 7.6 7.6 8.4 14.6 14.6 Cycle Q Clear(g_c), s 11.1 16.9 11.9 21.8 3.1 0.7 20.2 7.6 7.6 16.0 14.6 14.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.28 Lane Grp Cap(c), veh/h 388 503 426 161 503 426 321 1062 1115 488 1062 1064 V/C Ratio(X) 0.35 0.76 0.57 0.34 0.17 0.04 0.17 0.29 0.29 0.26 0.48 0.48 Avail Cap(c_a), veh/h 531 707 599 270 707 599 321 1062 1115 488 1062 1064 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/veh29.4 30.2 28.4 40.2 25.2 24.3 15.9 8.8 8.8 12.7 10.2 10.2 Incr Delay (d2), s/veh 0.5 3.1 1.2 1.3 0.2 0.0 1.2 0.7 0.7 1.3 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/ln2.5 7.8 4.5 1.2 1.4 0.3 0.8 2.9 3.0 1.6 5.6 5.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.0 33.4 29.6 41.5 25.3 24.3 17.1 9.5 9.5 14.0 11.8 11.8 LnGrp LOS C CCDCC BAABBB Approach Vol, veh/h 762 155 687 1149 Approach Delay, s/veh 31.6 31.0 10.1 12.0 Approach LOS C C B B Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 59.8 30.2 59.8 30.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 34.0 44.0 34.0 Max Q Clear Time (g_c+I1), s 22.2 18.9 18.0 23.8 Green Ext Time (p_c), s 4.6 3.3 8.8 0.5 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B Renton, WA TIS 2025 Horizon Year No-Build PM 17: Lind Ave SW & SW 34th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 248.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 142 133 177 37 30 12 41 483 26 99 1042 26 Future Vol, veh/h 142 133 177 37 30 12 41 483 26 99 1042 26 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 200 - - 175 - - 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, % 2 22222222222 Mvmt Flow 154 145 192 40 33 13 45 525 28 108 1133 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1732 2006 581 1484 2006 277 1161 0 0 553 0 0 Stage 1 1363 1363 - 629 629 ------- Stage 2 369 643 - 855 1377 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 56 ~ 59 457 87 59 720 597 - - 1013 - - Stage 1 156 214 - 437 474 ------- Stage 2 623 467 - 319 211 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 23 ~ 49 457 - 49 720 597 - - 1013 - - Mov Cap-2 Maneuver ~ 23 ~ 49 - - 49 ------- Stage 1 ~ 144 191 - 404 438 ------- Stage 2 523 432 - ~ 40 188 ------- Approach EB WB NB SB HCM Control Delay, s$ 1234.2 0.9 0.8 HCM LOS F - Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 597 - - 23 49 140 - 49 84 1013 - - HCM Lane V/C Ratio 0.075 - - 6.711 1.475 1.891 - 0.333 0.349 0.106 - - HCM Control Delay (s) 11.5 - -$ 2903.7$ 430.7$ 480.1 - 111.5 69.3 9 - - HCM Lane LOS B - - F F F - F F A - - HCM 95th %tile Q(veh) 0.2 - - 19.4 6.9 20.4 - 1.2 1.3 0.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year No-Build PM 18: Lind Ave SW & SW 41st St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 79 653 260 74 210 60 35 351 52 438 974 84 Future Volume (veh/h) 79 653 260 74 210 60 35 351 52 438 974 84 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 86 710 283 80 228 65 38 382 57 476 1059 91 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, %222222222222 Cap, veh/h 110 606 242 99 654 182 99 621 92 416 1251 107 Arrive On Green 0.06 0.24 0.24 0.06 0.24 0.24 0.02 0.07 0.07 0.23 0.38 0.38 Sat Flow, veh/h 1781 2481 989 1781 2745 764 1781 3105 460 1781 3312 284 Grp Volume(v), veh/h 86 509 484 80 146 147 38 217 222 476 568 582 Grp Sat Flow(s),veh/h/ln 1781 1777 1692 1781 1777 1733 1781 1777 1788 1781 1777 1819 Q Serve(g_s), s 4.3 22.0 22.0 4.0 6.1 6.4 1.9 10.7 10.9 21.0 26.3 26.3 Cycle Q Clear(g_c), s 4.3 22.0 22.0 4.0 6.1 6.4 1.9 10.7 10.9 21.0 26.3 26.3 Prop In Lane 1.00 0.58 1.00 0.44 1.00 0.26 1.00 0.16 Lane Grp Cap(c), veh/h 110 434 414 99 423 413 99 355 358 416 671 687 V/C Ratio(X) 0.78 1.17 1.17 0.81 0.34 0.36 0.38 0.61 0.62 1.15 0.85 0.85 Avail Cap(c_a), veh/h 158 434 414 99 423 413 99 355 358 416 671 687 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.46 0.46 0.46 0.35 0.35 0.35 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.6 34.0 34.0 42.0 28.5 28.6 42.7 38.6 38.7 34.5 25.6 25.6 Incr Delay (d2), s/veh 14.3 99.0 99.9 20.0 0.2 0.2 0.9 2.7 2.8 90.1 12.5 12.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 21.1 20.2 2.3 2.6 2.6 0.9 5.3 5.5 19.2 12.9 13.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.9 133.0 133.9 62.1 28.7 28.8 43.5 41.4 41.5 124.6 38.1 37.9 LnGrp LOS E F F E CCDDDFDD Approach Vol, veh/h 1079 373 477 1626 Approach Delay, s/veh 127.2 35.9 41.6 63.4 Approach LOS F D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 27.0 24.0 11.0 28.0 11.0 40.0 11.6 27.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 21.0 18.0 5.0 22.0 5.0 34.0 8.0 19.0 Max Q Clear Time (g_c+I1), s 23.0 12.9 6.0 24.0 3.9 28.3 6.3 8.4 Green Ext Time (p_c), s 0.0 1.2 0.0 0.0 0.0 3.4 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 77.0 HCM 6th LOS E Renton, WA TIS 2025 Horizon Year No-Build PM 19: E Valley Rd & SW 41st St/WA-167 Southbound ramps HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 34 782 188 665 281 60 59 425 465 436 445 27 Future Volume (veh/h) 34 782 188 665 281 60 59 425 465 436 445 27 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 850 204 723 305 65 64 462 505 474 484 29 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, % 2 22222222222 Cap, veh/h 367 701 594 300 560 119 391 701 594 308 1278 76 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1012 1870 1585 1297 1495 319 887 1870 1585 930 3407 204 Grp Volume(v), veh/h 37 850 204 723 0 370 64 462 505 474 252 261 Grp Sat Flow(s),veh/h/ln1012 1870 1585 649 0 1813 887 1870 1585 930 1777 1834 Q Serve(g_s), s 1.4 18.0 4.4 0.0 0.0 7.7 2.7 9.8 14.0 8.2 5.0 5.0 Cycle Q Clear(g_c), s 9.1 18.0 4.4 18.0 0.0 7.7 7.7 9.8 14.0 18.0 5.0 5.0 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 367 701 594 300 0 680 391 701 594 308 666 688 V/C Ratio(X) 0.10 1.21 0.34 2.41 0.00 0.54 0.16 0.66 0.85 1.54 0.38 0.38 Avail Cap(c_a), veh/h 367 701 594 300 0 680 391 701 594 308 666 688 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh15.4 15.0 10.8 24.0 0.0 11.8 13.7 12.5 13.8 21.9 10.9 10.9 Incr Delay (d2), s/veh 0.5 108.3 1.6 644.6 0.0 3.1 0.9 4.8 14.1 258.0 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/ln0.3 27.2 1.5 28.4 0.0 3.1 0.6 4.3 6.4 25.3 1.9 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.9 123.3 12.3 668.6 0.0 14.9 14.6 17.3 27.9 279.9 12.6 12.5 LnGrp LOS B F B F ABBBCFBB Approach Vol, veh/h 1091 1093 1031 987 Approach Delay, s/veh 98.9 447.3 22.3 140.9 Approach LOS F F C F Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 24.0 24.0 24.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 18.0 18.0 18.0 Max Q Clear Time (g_c+I1), s 16.0 20.0 20.0 20.0 Green Ext Time (p_c), s 1.1 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 180.6 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build PM 20: WA-167 NB & SW 43rd St/S 180th St/SW 43rd St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 424 2346 0 0 1389 361 431 46 464 0 0 0 Future Volume (veh/h) 424 2346 0 0 1389 361 431 46 464 0 0 0 Initial Q (Qb), veh 0 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 461 2550 0 0 1510 392 504 0 504 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 20022222 Cap, veh/h 435 2389 0 0 1402 625 930 0 414 Arrive On Green 0.33 0.89 0.00 0.00 0.39 0.39 0.26 0.00 0.26 Sat Flow, veh/h 1781 3647 0 0 3647 1585 3563 0 1585 Grp Volume(v), veh/h 461 2550 0 0 1510 392 504 0 504 Grp Sat Flow(s),veh/h/ln1781 1777 0 0 1777 1585 1781 0 1585 Q Serve(g_s), s 44.0 121.0 0.0 0.0 71.0 35.8 21.9 0.0 47.0 Cycle Q Clear(g_c), s 44.0 121.0 0.0 0.0 71.0 35.8 21.9 0.0 47.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 435 2389 0 0 1402 625 930 0 414 V/C Ratio(X) 1.06 1.07 0.00 0.00 1.08 0.63 0.54 0.00 1.22 Avail Cap(c_a), veh/h 435 2389 0 0 1402 625 930 0 414 HCM Platoon Ratio 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh60.7 9.5 0.0 0.0 54.5 43.8 57.2 0.0 66.5 Incr Delay (d2), s/veh 32.0 31.4 0.0 0.0 47.8 4.7 2.3 0.0 118.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln23.1 26.8 0.0 0.0 41.0 15.1 10.3 0.0 32.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 92.7 40.9 0.0 0.0 102.3 48.6 59.5 0.0 184.7 LnGrp LOS F F A A F D E A F Approach Vol, veh/h 3011 1902 1008 Approach Delay, s/veh 48.9 91.2 122.1 Approach LOS D F F Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 127.0 50.0 77.0 53.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 121.0 44.0 71.0 47.0 Max Q Clear Time (g_c+I1), s 123.0 46.0 73.0 49.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 74.9 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build PM 21: E Valley Hwy/E Valley Rd & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 72 1658 152 306 999 428 105 187 499 646 608 75 Future Volume (veh/h) 72 1658 152 306 999 428 105 187 499 646 608 75 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 78 1802 165 333 1086 465 114 203 542 482 969 82 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, % 2 22222222222 Cap, veh/h 139 1402 625 238 1599 713 218 217 194 386 737 62 Arrive On Green 0.16 0.79 0.79 0.27 0.90 0.90 0.12 0.12 0.12 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 1777 1585 1781 3401 288 Grp Volume(v), veh/h 78 1802 165 333 1086 465 114 203 542 482 533 518 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1777 1585 1781 1777 1585 1781 1870 1819 Q Serve(g_s), s 7.3 71.0 5.0 24.0 14.1 12.8 10.8 20.4 22.0 39.0 39.0 39.0 Cycle Q Clear(g_c), s 7.3 71.0 5.0 24.0 14.1 12.8 10.8 20.4 22.0 39.0 39.0 39.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.16 Lane Grp Cap(c), veh/h 139 1402 625 238 1599 713 218 217 194 386 405 394 V/C Ratio(X) 0.56 1.29 0.26 1.40 0.68 0.65 0.52 0.93 2.80 1.25 1.31 1.32 Avail Cap(c_a), veh/h 139 1402 625 238 1599 713 218 217 194 386 405 394 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.33 0.33 0.33 0.09 0.09 0.09 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh73.2 19.0 12.0 66.0 5.7 5.6 74.1 78.3 79.0 70.5 70.5 70.5 Incr Delay (d2), s/veh 1.7 130.4 0.3 183.3 0.2 0.4 2.3 43.2 823.2 114.1 143.3 143.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.3 41.2 1.7 22.1 2.6 2.3 5.1 12.0 53.3 30.1 34.9 33.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.9 149.4 12.4 249.3 5.9 6.0 76.4 121.4 902.2 184.6 213.8 214.0 LnGrp LOS E F B F A A E FFFFF Approach Vol, veh/h 2045 1884 859 1533 Approach Delay, s/veh 135.5 48.9 608.1 204.7 Approach LOS F D F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s30.0 77.0 45.0 20.0 87.0 28.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s24.0 71.0 39.0 14.0 81.0 22.0 Max Q Clear Time (g_c+I1), s26.0 73.0 41.0 9.3 16.1 24.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.1 14.5 0.0 Intersection Summary HCM 6th Ctrl Delay 190.7 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build PM 22: 88th Ave S/Lind Ave SW & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 1376 111 21 1144 208 48 36 30 683 137 259 Future Volume (veh/h) 84 1376 111 21 1144 208 48 36 30 683 137 259 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 91 1496 121 23 1243 226 52 39 33 848 0 282 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, % 2 22222222222 Cap, veh/h 232 1777 143 86 1604 289 178 94 79 950 0 423 Arrive On Green 0.53 0.53 0.53 1.00 1.00 1.00 0.10 0.10 0.10 0.45 0.00 0.45 Sat Flow, veh/h 361 3331 268 313 3007 542 1781 936 792 3563 0 1585 Grp Volume(v), veh/h 91 794 823 23 730 739 52 0 72 848 0 282 Grp Sat Flow(s),veh/h/ln 361 1777 1822 313 1777 1773 1781 0 1728 1781 0 1585 Q Serve(g_s), s 28.4 67.8 69.2 11.1 0.0 0.0 4.9 0.0 7.0 39.4 0.0 25.3 Cycle Q Clear(g_c), s 28.4 67.8 69.2 80.3 0.0 0.0 4.9 0.0 7.0 39.4 0.0 25.3 Prop In Lane 1.00 0.15 1.00 0.31 1.00 0.46 1.00 1.00 Lane Grp Cap(c), veh/h 232 948 972 86 948 945 178 0 173 950 0 423 V/C Ratio(X) 0.39 0.84 0.85 0.27 0.77 0.78 0.29 0.00 0.42 0.89 0.00 0.67 Avail Cap(c_a), veh/h 232 948 972 86 948 945 178 0 173 950 0 423 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 0.69 0.69 0.69 1.00 0.00 1.00 0.55 0.00 0.55 Uniform Delay (d), s/veh26.2 35.4 35.8 29.0 0.0 0.0 75.1 0.0 76.1 47.5 0.0 43.6 Incr Delay (d2), s/veh 4.9 8.7 9.1 1.1 2.7 3.0 4.1 0.0 7.2 7.5 0.0 4.6 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/ln2.8 31.6 33.1 0.8 0.7 0.8 2.5 0.0 3.5 17.1 0.0 9.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.1 44.2 44.8 30.1 2.7 3.0 79.2 0.0 83.3 55.0 0.0 48.2 LnGrp LOS C D D C AAEAFEAD Approach Vol, veh/h 1708 1492 124 1130 Approach Delay, s/veh 43.8 3.3 81.6 53.3 Approach LOS D A F D Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 102.0 54.0 102.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 96.0 48.0 96.0 18.0 Max Q Clear Time (g_c+I1), s 71.2 41.4 82.3 9.0 Green Ext Time (p_c), s 15.7 2.6 8.8 0.3 Intersection Summary HCM 6th Ctrl Delay 33.7 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year No-Build PM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 216 59 90 36 404 15 630 164 459 860 8 Future Volume (veh/h) 65 216 59 90 36 404 15 630 164 459 860 8 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 235 64 98 39 439 16 685 178 499 935 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, % 2 22222222222 Cap, veh/h 162 270 73 211 26 295 263 709 184 503 1691 16 Arrive On Green 0.05 0.19 0.19 0.06 0.20 0.20 0.02 0.25 0.25 0.23 0.47 0.47 Sat Flow, veh/h 1781 1415 385 1781 131 1474 1781 2792 725 1781 3606 35 Grp Volume(v), veh/h 71 0 299 98 0 478 16 436 427 499 461 483 Grp Sat Flow(s),veh/h/ln1781 0 1801 1781 0 1605 1781 1777 1740 1781 1777 1864 Q Serve(g_s), s 2.9 0.0 14.5 4.0 0.0 18.0 0.6 21.8 21.9 20.7 16.7 16.7 Cycle Q Clear(g_c), s 2.9 0.0 14.5 4.0 0.0 18.0 0.6 21.8 21.9 20.7 16.7 16.7 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 162 0 343 211 0 321 263 451 442 503 833 874 V/C Ratio(X) 0.44 0.00 0.87 0.46 0.00 1.49 0.06 0.97 0.97 0.99 0.55 0.55 Avail Cap(c_a), veh/h 179 0 360 211 0 321 330 451 442 503 833 874 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 0.09 0.09 0.09 Uniform Delay (d), s/veh28.9 0.0 35.4 28.3 0.0 36.0 24.1 33.2 33.2 24.9 17.1 17.1 Incr Delay (d2), s/veh 1.9 0.0 19.5 1.6 0.0 236.0 0.1 34.7 35.4 10.4 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 0.0 8.1 1.7 0.0 27.9 0.3 13.5 13.3 9.7 6.5 6.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.8 0.0 54.8 29.9 0.0 272.0 24.1 67.9 68.6 35.3 17.4 17.4 LnGrp LOS C A D C A F C E E D B B Approach Vol, veh/h 370 576 879 1443 Approach Delay, s/veh 50.2 230.8 67.4 23.6 Approach LOS D F E C Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s27.0 28.8 11.0 23.2 7.6 48.2 10.2 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s21.0 22.0 5.0 18.0 5.0 38.0 5.0 18.0 Max Q Clear Time (g_c+I1), s22.7 23.9 6.0 16.5 2.6 18.7 4.9 20.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 0.0 6.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 74.9 HCM 6th LOS E Renton, WA TIS 2025 Horizon Year Build AM 1: Site Driveway/Raymond Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 4.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 251 12 65 127 51 181 Future Vol, veh/h 251 12 65 127 51 181 Conflicting Peds, #/hr 0 00000 Sign Control Yield Yield Stop Stop Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 273 13 71 138 55 197 Major/Minor Minor2 Major2 Conflicting Flow All 307 197 0 0 Stage 1 307 - - - Stage 2 0 - - - Critical Hdwy 6.52 6.22 4.12 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 ---- Follow-up Hdwy 4.018 3.318 2.218 - Pot Cap-1 Maneuver 607 844 - - Stage 1 661 - - - Stage 2 ---- Platoon blocked, % - Mov Cap-1 Maneuver 0 844 - - Mov Cap-2 Maneuver 0 - - - Stage 1 0 - - - Stage 2 0 - - - Approach NB SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 SBL SBT Capacity (veh/h) 844 - - HCM Lane V/C Ratio 0.247 - - HCM Control Delay (s) 10.7 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 1 - - Renton, WA TIS 2025 Horizon Year Build AM 2: Lind Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 18.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 85 9 58 45 34 75 78 483 14 20 492 270 Future Vol, veh/h 85 9 58 45 34 75 78 483 14 20 492 270 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 145 - - 150 -------- 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, % 2 22222222222 Mvmt Flow 92 10 63 49 37 82 85 525 15 22 535 293 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1177 1436 414 1020 1575 270 828 0 0 540 0 0 Stage 1 726 726 - 703 703 ------- Stage 2 451 710 - 317 872 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 146 132 587 191 109 728 799 - - 1025 - - Stage 1 382 428 - 394 438 ------- Stage 2 557 435 - 669 366 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 76 107 587 136 89 728 799 - - 1025 - - Mov Cap-2 Maneuver ~ 76 107 - 136 89 ------- Stage 1 324 410 - 334 371 ------- Stage 2 378 369 - 558 351 ------- Approach EB WB NB SB HCM Control Delay, s 158.1 39.9 1.9 0.3 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 799 - - 76 366 136 225 1025 - - HCM Lane V/C Ratio 0.106 - - 1.216 0.199 0.36 0.527 0.021 - - HCM Control Delay (s) 10 0.6 - 269 17.3 45.6 37.5 8.6 0.2 - HCM Lane LOS B A - F C EEAA - HCM 95th %tile Q(veh) 0.4 - - 7 0.7 1.5 2.8 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build AM 3: Lind Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 102 178 254 2 187 298 52 539 6 113 808 167 Future Volume (veh/h) 102 178 254 2 187 298 52 539 6 113 808 167 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 193 276 2 203 324 57 586 7 123 878 182 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, %222222222222 Cap, veh/h 218 510 455 211 401 357 240 1836 22 422 1496 310 Arrive On Green 0.06 0.29 0.29 0.00 0.23 0.23 0.51 0.51 0.51 0.51 0.51 0.51 Sat Flow, veh/h 1781 1777 1585 1781 1777 1585 532 3597 43 824 2931 607 Grp Volume(v), veh/h 111 193 276 2 203 324 57 289 304 123 532 528 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 532 1777 1863 824 1777 1761 Q Serve(g_s), s 4.1 7.8 13.5 0.1 9.0 17.9 7.5 8.6 8.6 9.2 18.8 18.9 Cycle Q Clear(g_c), s 4.1 7.8 13.5 0.1 9.0 17.9 26.4 8.6 8.6 17.8 18.8 18.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.02 1.00 0.34 Lane Grp Cap(c), veh/h 218 510 455 211 401 357 240 907 951 422 907 899 V/C Ratio(X) 0.51 0.38 0.61 0.01 0.51 0.91 0.24 0.32 0.32 0.29 0.59 0.59 Avail Cap(c_a), veh/h 242 510 455 305 415 370 240 907 951 422 907 899 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 25.5 25.7 27.7 27.2 30.5 33.9 24.6 12.9 12.9 18.1 15.4 15.4 Incr Delay (d2), s/veh 1.8 0.5 2.3 0.0 1.0 24.8 2.3 0.9 0.9 1.7 2.8 2.8 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 1.8 3.3 5.2 0.0 3.8 9.1 1.1 3.4 3.5 1.9 7.6 7.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 27.3 26.1 30.0 27.2 31.5 58.8 27.0 13.8 13.8 19.8 18.2 18.2 LnGrp LOS CCCCCEC BBBBB Approach Vol, veh/h 580 529 650 1183 Approach Delay, s/veh 28.2 48.2 14.9 18.4 Approach LOS C D B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 51.9 6.2 31.8 51.9 11.8 26.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 5.0 23.0 44.0 7.0 21.0 Max Q Clear Time (g_c+I1), s 28.4 2.1 15.5 20.9 6.1 19.9 Green Ext Time (p_c), s 3.7 0.0 1.7 8.3 0.0 0.4 Intersection Summary HCM 6th Ctrl Delay 24.9 HCM 6th LOS C Renton, WA TIS 2025 Horizon Year Build AM 4: Raymond Ave SW & SW 16th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 5.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 24 464 237 44 358 11 88 1 12 11 1 9 Future Vol, veh/h 24 464 237 44 358 11 88 1 12 11 1 9 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 500 -------- 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, % 2 22222222222 Mvmt Flow 26 504 258 48 389 12 96 1 13 12 1 10 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 401 0 0 762 0 0 1182 1182 633 1183 1305 395 Stage 1 ------685685-491491- Stage 2 ------497497-692814- Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1158 - - 850 - - 167 190 480 166 160 654 Stage 1 ------438448-559548- Stage 2 ------555545-434391- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1158 - - 850 - - 154 175 480 151 148 654 Mov Cap-2 Maneuver ------154175-151148- Stage 1 ------428438-547517- Stage 2 ------515514-412382- Approach EB WB NB SB HCM Control Delay, s 0.3 1 59.7 22.8 HCM LOS F C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 168 1158 - - 850 - - 225 HCM Lane V/C Ratio 0.653 0.023 - - 0.056 - - 0.101 HCM Control Delay (s) 59.7 8.2 - - 9.5 - - 22.8 HCM Lane LOS F A - - A - - C HCM 95th %tile Q(veh) 3.7 0.1 - - 0.2 - - 0.3 Renton, WA TIS 2025 Horizon Year Build AM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 588 765 479 163 1056 93 539 509 109 37 439 73 Future Volume (veh/h) 588 765 479 163 1056 93 539 509 109 37 439 73 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 639 832 521 177 1148 101 419 787 118 40 477 79 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, %222222222222 Cap, veh/h 495 892 549 257 955 84 336 600 90 198 339 56 Arrive On Green 0.28 0.42 0.42 0.05 0.10 0.10 0.32 0.32 0.32 0.11 0.11 0.11 Sat Flow, veh/h 1781 2112 1301 1781 3305 290 1781 3178 477 1781 3054 503 Grp Volume(v), veh/h 639 698 655 177 617 632 419 463 442 40 277 279 Grp Sat Flow(s),veh/h/ln 1781 1777 1636 1781 1777 1818 1781 1870 1785 1781 1777 1780 Q Serve(g_s), s 50.0 67.3 69.5 17.6 52.0 52.0 34.0 34.0 34.0 3.7 20.0 20.0 Cycle Q Clear(g_c), s 50.0 67.3 69.5 17.6 52.0 52.0 34.0 34.0 34.0 3.7 20.0 20.0 Prop In Lane 1.00 0.80 1.00 0.16 1.00 0.27 1.00 0.28 Lane Grp Cap(c), veh/h 495 750 691 257 513 525 336 353 337 198 197 198 V/C Ratio(X) 1.29 0.93 0.95 0.69 1.20 1.20 1.25 1.31 1.31 0.20 1.40 1.41 Avail Cap(c_a), veh/h 495 750 691 257 513 525 336 353 337 198 197 198 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.67 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.78 0.78 0.78 0.11 0.11 0.11 1.00 1.00 1.00 Uniform Delay (d), s/veh 65.0 49.5 50.1 81.7 81.4 81.4 61.6 61.6 61.6 72.7 80.0 80.0 Incr Delay (d2), s/veh 145.7 19.7 23.7 5.9 104.7 105.5 113.3 142.2 142.4 0.5 207.9 213.1 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 42.6 33.7 32.7 8.9 40.0 41.1 24.9 28.9 27.6 1.7 20.6 20.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 210.7 69.1 73.8 87.6 186.1 186.9 174.9 203.8 204.0 73.2 287.9 293.1 LnGrp LOS F E E FFFFFFEFF Approach Vol, veh/h 1992 1426 1324 596 Approach Delay, s/veh 116.1 174.3 194.7 276.0 Approach LOS FFFF Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 32.0 82.0 26.0 56.0 58.0 40.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 26.0 76.0 20.0 50.0 52.0 34.0 Max Q Clear Time (g_c+I1), s 19.6 71.5 22.0 52.0 54.0 36.0 Green Ext Time (p_c), s 0.2 3.2 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 169.0 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build AM 6: SW Grady Way & Powell Ave SW HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 117 887 47 71 1126 138 14 9 32 18 7 36 Future Volume (veh/h) 117 887 47 71 1126 138 14 9 32 18 7 36 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 127 964 51 77 1224 150 15 10 35 20 8 39 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, % 2 22222222222 Cap, veh/h 470 1983 105 390 1700 208 37 24 53 47 19 57 Arrive On Green 0.35 0.77 0.77 0.07 0.18 0.18 0.03 0.03 0.03 0.04 0.04 0.04 Sat Flow, veh/h 1781 3433 182 1781 3188 389 1090 726 1585 1290 516 1585 Grp Volume(v), veh/h 127 499 516 77 680 694 25 0 35 28 0 39 Grp Sat Flow(s),veh/h/ln1781 1777 1838 1781 1777 1800 1816 0 1585 1806 0 1585 Q Serve(g_s), s 9.2 18.7 18.7 7.3 65.0 65.5 2.4 0.0 3.9 2.7 0.0 4.4 Cycle Q Clear(g_c), s 9.2 18.7 18.7 7.3 65.0 65.5 2.4 0.0 3.9 2.7 0.0 4.4 Prop In Lane 1.00 0.10 1.00 0.22 0.60 1.00 0.71 1.00 Lane Grp Cap(c), veh/h 470 1027 1062 390 948 960 61 0 53 65 0 57 V/C Ratio(X) 0.27 0.49 0.49 0.20 0.72 0.72 0.41 0.00 0.66 0.43 0.00 0.68 Avail Cap(c_a), veh/h 470 1027 1062 390 948 960 182 0 159 181 0 159 HCM Platoon Ratio 1.33 1.33 1.33 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.30 0.30 0.30 0.74 0.74 0.74 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh46.0 11.0 11.0 68.6 61.4 61.6 85.2 0.0 86.0 84.9 0.0 85.7 Incr Delay (d2), s/veh 0.1 0.5 0.5 0.2 3.5 3.5 4.4 0.0 12.9 4.4 0.0 13.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.0 6.1 6.3 3.5 32.2 32.9 1.2 0.0 1.8 1.4 0.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.1 11.5 11.4 68.8 64.9 65.1 89.6 0.0 98.9 89.3 0.0 98.9 LnGrp LOS D BBEEEFAFFAF Approach Vol, veh/h 1142 1451 60 67 Approach Delay, s/veh 15.3 65.2 95.0 94.9 Approach LOS B E F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s45.4 110.0 12.5 53.4 102.0 12.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s16.0 104.0 18.0 24.0 96.0 18.0 Max Q Clear Time (g_c+I1), s9.3 20.7 6.4 11.2 67.5 5.9 Green Ext Time (p_c), s 0.1 8.1 0.1 0.2 11.4 0.1 Intersection Summary HCM 6th Ctrl Delay 45.6 HCM 6th LOS D Renton, WA TIS 2025 Horizon Year Build AM 7: Lind Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 770 72 828 1200 70 105 172 600 20 111 41 Future Volume (veh/h) 91 770 72 828 1200 70 105 172 600 20 111 41 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 837 78 900 1304 76 114 187 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, % 2 22222222222 Cap, veh/h 213 821 77 812 2105 122 231 586 215 371 132 Arrive On Green 0.02 0.08 0.08 0.87 1.00 1.00 0.04 0.16 0.00 0.02 0.14 0.14 Sat Flow, veh/h 1781 3286 306 1781 3413 199 1781 3554 1585 1781 2568 915 Grp Volume(v), veh/h 99 453 462 900 678 702 114 187 0 22 82 84 Grp Sat Flow(s),veh/h/ln1781 1777 1815 1781 1777 1835 1781 1777 1585 1781 1777 1706 Q Serve(g_s), s 0.2 45.0 45.0 78.0 0.0 0.0 7.0 8.4 0.0 1.9 7.5 8.0 Cycle Q Clear(g_c), s 0.2 45.0 45.0 78.0 0.0 0.0 7.0 8.4 0.0 1.9 7.5 8.0 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 213 444 454 812 1096 1131 231 586 215 257 246 V/C Ratio(X) 0.46 1.02 1.02 1.11 0.62 0.62 0.49 0.32 0.10 0.32 0.34 Avail Cap(c_a), veh/h 213 444 454 812 1096 1131 231 586 231 257 246 HCM Platoon Ratio 0.33 0.33 0.33 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh75.3 82.6 82.6 8.5 0.0 0.0 66.7 66.3 0.0 63.9 69.1 69.3 Incr Delay (d2), s/veh 1.4 45.8 45.4 65.7 2.6 2.6 1.6 1.4 0.0 0.2 3.3 3.7 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/ln4.6 27.4 27.9 18.5 0.8 0.8 1.5 3.9 0.0 0.9 3.6 3.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 76.7 128.4 128.0 74.2 2.6 2.6 68.3 67.7 0.0 64.1 72.3 73.0 LnGrp LOS E F F F AAEE EEE Approach Vol, veh/h 1014 2280 301 A 188 Approach Delay, s/veh 123.1 30.9 67.9 71.7 Approach LOS F C E E Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s84.0 51.0 13.0 32.0 18.0 117.0 9.3 35.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s78.0 45.0 7.0 26.0 12.0 111.0 5.0 28.0 Max Q Clear Time (g_c+I1), s80.0 47.0 9.0 10.0 2.2 2.0 3.9 10.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.7 0.1 14.2 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 60.6 HCM 6th LOS E Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year Build AM 8: SW Grady Way & Longacres Dr SW HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 43.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 635 1461 1263 36 14 23 Future Vol, veh/h 635 1461 1263 36 14 23 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 232 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 690 1588 1373 39 15 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 1412 0 - 0 3567 706 Stage 1 - - - - 1393 - Stage 2 - - - - 2174 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver ~ 479 - - - ~ 4 378 Stage 1 - - - - 195 - Stage 2 - - - - 73 - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 479 - - - 0 378 Mov Cap-2 Maneuver - - - - 0 - Stage 1 - - - - 0 - Stage 2 - - - - 73 - Approach EB WB SB HCM Control Delay, s 70.6 0 HCM LOS - Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) ~ 479 ----378 HCM Lane V/C Ratio 1.441 ----0.066 HCM Control Delay (s) 233 ----15.2 HCM Lane LOS F ----C HCM 95th %tile Q(veh) 34 ----0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build AM 9: WA-181/W Valley Hwy/Interurban Ave S & Southcenter Blvd/SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 196 416 117 156 678 630 119 1270 114 156 495 15 Future Volume (veh/h) 196 416 117 156 678 630 119 1270 114 156 495 15 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 213 452 127 170 737 685 129 1380 124 170 538 16 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, %222222222222 Cap, veh/h 223 949 423 192 888 396 296 1258 112 325 1807 54 Arrive On Green 0.13 0.27 0.27 0.11 0.25 0.25 0.76 0.76 0.76 0.09 0.51 0.51 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 854 3299 295 3456 3524 105 Grp Volume(v), veh/h 213 452 127 170 737 685 129 740 764 170 271 283 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 854 1777 1817 1728 1777 1852 Q Serve(g_s), s 19.0 17.1 10.2 15.1 31.4 31.0 14.3 61.0 61.0 7.5 14.0 14.1 Cycle Q Clear(g_c), s 19.0 17.1 10.2 15.1 31.4 31.0 28.4 61.0 61.0 7.5 14.0 14.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.16 1.00 0.06 Lane Grp Cap(c), veh/h 223 949 423 192 888 396 296 677 693 325 911 949 V/C Ratio(X) 0.96 0.48 0.30 0.88 0.83 1.73 0.44 1.09 1.10 0.52 0.30 0.30 Avail Cap(c_a), veh/h 223 977 436 256 1044 466 296 677 693 325 911 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 0.69 0.69 0.69 Uniform Delay (d), s/veh 69.6 49.3 46.7 70.4 56.8 36.0 19.3 19.0 19.0 69.1 22.4 22.4 Incr Delay (d2), s/veh 48.0 0.4 0.4 23.4 5.0 338.9 0.4 44.5 48.4 1.1 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.6 7.7 4.1 8.1 14.7 49.3 2.2 19.4 20.6 3.3 6.0 6.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 117.6 49.6 47.1 93.8 61.8 374.9 19.7 63.5 67.4 70.1 23.0 23.0 LnGrp LOS F D D F E F B F F E C C Approach Vol, veh/h 792 1592 1633 724 Approach Delay, s/veh 67.5 200.0 61.8 34.1 Approach LOS E F E C Timer - Assigned Phs 1234 678 Phs Duration (G+Y+Rc), s 21.0 67.0 23.3 48.7 88.0 26.0 46.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 8.0 61.0 23.0 44.0 75.0 20.0 47.0 Max Q Clear Time (g_c+I1), s 9.5 63.0 17.1 19.1 16.1 21.0 33.4 Green Ext Time (p_c), s 0.0 0.0 0.2 3.4 3.4 0.0 6.6 Intersection Summary HCM 6th Ctrl Delay 104.9 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year Build AM 10: I-405 WB ramps/Fort Dent Way & Interurban Ave S HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 38 511 36 388 1636 117 277 35 270 41 24 41 Future Volume (veh/h) 38 511 36 388 1636 117 277 35 270 41 24 41 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 41 555 39 422 1778 127 301 38 293 45 26 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, % 2 22222222222 Cap, veh/h 53 675 286 1229 1704 120 335 37 426 81 216 374 Arrive On Green 0.03 0.18 0.18 0.36 0.51 0.51 0.27 0.27 0.27 0.05 0.35 0.35 Sat Flow, veh/h 1781 3741 1585 3456 3367 238 1090 138 1585 1781 615 1064 Grp Volume(v), veh/h 41 555 39 422 929 976 339 0 293 45 0 71 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1728 1777 1828 1228 0 1585 1781 0 1679 Q Serve(g_s), s 3.7 22.8 3.3 14.3 81.0 81.0 38.4 0.0 26.5 4.0 0.0 4.6 Cycle Q Clear(g_c), s 3.7 22.8 3.3 14.3 81.0 81.0 43.0 0.0 26.5 4.0 0.0 4.6 Prop In Lane 1.00 1.00 1.00 0.13 0.89 1.00 1.00 0.63 Lane Grp Cap(c), veh/h 53 675 286 1229 900 925 372 0 426 81 0 590 V/C Ratio(X) 0.78 0.82 0.14 0.34 1.03 1.05 0.91 0.00 0.69 0.56 0.00 0.12 Avail Cap(c_a), veh/h 67 1520 644 1229 900 925 372 0 426 81 0 590 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh77.1 63.1 55.1 37.8 39.5 39.5 61.3 0.0 52.5 74.8 0.0 35.1 Incr Delay (d2), s/veh 34.7 2.6 0.2 0.0 19.1 27.7 28.7 0.0 8.8 8.2 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 11.0 1.3 6.1 38.6 41.9 16.4 0.0 11.5 2.0 0.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 111.8 65.7 55.3 37.9 58.6 67.2 90.0 0.0 61.2 83.0 0.0 35.5 LnGrp LOS F E E D F F F A E F A D Approach Vol, veh/h 635 2327 632 116 Approach Delay, s/veh 68.0 58.5 76.7 54.0 Approach LOS E E E D Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s13.3 49.0 62.9 34.9 62.3 10.7 87.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s6.0 43.0 22.0 65.0 55.0 6.0 81.0 Max Q Clear Time (g_c+I1), s6.0 45.0 16.3 24.8 6.6 5.7 83.0 Green Ext Time (p_c), s 0.0 0.0 0.8 4.0 0.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 63.1 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build AM 11: WA-181/W Valley Hwy & I-405 EB off-ramp/S 156th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 686 119 917 43 36 151 126 2585 62 86 786 26 Future Volume (veh/h) 686 119 917 43 36 151 126 2585 62 86 786 26 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 838 0 0 47 39 164 137 2810 67 93 854 28 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, % 2 22222222222 Cap, veh/h 512 0 129 97 188 179 1796 43 146 1905 850 Arrive On Green 0.14 0.00 0.00 0.12 0.12 0.12 0.05 0.51 0.51 0.16 1.00 1.00 Sat Flow, veh/h 3563 0 1585 794 823 1585 3456 3548 84 1781 3554 1585 Grp Volume(v), veh/h 838 0 0 86 0 164 137 1402 1475 93 854 28 Grp Sat Flow(s),veh/h/ln1781 0 1585 1617 0 1585 1728 1777 1855 1781 1777 1585 Q Serve(g_s), s 23.0 0.0 0.0 6.1 0.0 16.3 6.3 81.0 81.0 7.8 0.0 0.0 Cycle Q Clear(g_c), s 23.0 0.0 0.0 7.7 0.0 16.3 6.3 81.0 81.0 7.8 0.0 0.0 Prop In Lane 1.00 1.00 0.55 1.00 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 512 0 226 0 188 179 900 939 146 1905 850 V/C Ratio(X) 1.64 0.00 0.38 0.00 0.87 0.76 1.56 1.57 0.64 0.45 0.03 Avail Cap(c_a), veh/h 512 0 306 0 267 216 900 939 146 1905 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 Uniform Delay (d), s/veh68.5 0.0 0.0 65.5 0.0 69.4 74.9 39.5 39.5 64.7 0.0 0.0 Incr Delay (d2), s/veh 295.1 0.0 0.0 1.1 0.0 19.6 12.4 256.6 262.1 8.3 0.7 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/ln31.2 0.0 0.0 3.4 0.0 7.7 3.1 98.0 103.7 3.7 0.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 363.6 0.0 0.0 66.6 0.0 88.9 87.3 296.1 301.6 73.0 0.7 0.1 LnGrp LOS F A E A FFFFEAA Approach Vol, veh/h 838 A 250 3014 975 Approach Delay, s/veh 363.6 81.2 289.3 7.6 Approach LOS F F F A Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s19.1 87.0 53.9 14.3 91.8 29.0 24.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s5.0 81.0 56.0 10.0 76.0 23.0 27.0 Max Q Clear Time (g_c+I1), s9.8 83.0 0.0 8.3 2.0 25.0 18.3 Green Ext Time (p_c), s 0.0 0.0 0.0 0.1 7.0 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 237.2 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year Build AM 12: Maple Ave SW & SW Grady Way HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 106 1022 39 179 1610 28 25 7 63 6 3 54 Future Vol, veh/h 106 1022 39 179 1610 28 25 7 63 6 3 54 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 98 - - 141 -----0-- 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, % 2 22222222222 Mvmt Flow 115 1111 42 195 1750 30 27 8 68 7 3 59 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1780 0 0 1153 0 0 2629 3532 577 2833 3538 890 Stage 1 ------1362 1362 - 2155 2155 - Stage 2 ------1267 2170 - 678 1383 - Critical Hdwy 4.14 - - 5.34 - - 6.99 6.54 7.14 6.99 6.54 6.94 Critical Hdwy Stg 1 ------7.34 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.74 5.54 - Follow-up Hdwy 2.22 - - 3.12 - - 3.67 4.02 3.92 3.67 4.02 3.32 Pot Cap-1 Maneuver 345 - - 330 - - ~ 17 ~ 6 394 12 6 286 Stage 1 ------113214-4886- Stage 2 ------17584-382209- Platoon blocked, % - - - - Mov Cap-1 Maneuver 345 - - 330 - - - ~ 2 394 - ~ 2 286 Mov Cap-2 Maneuver -------~ 2--~ 2- Stage 1 ------75143-3235- Stage 2 ------5234-199139- Approach EB WB NB SB HCM Control Delay, s 1.9 3 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) - 345 - - 330 - - - 34 HCM Lane V/C Ratio - 0.334 - - 0.59 - - - 1.822 HCM Control Delay (s) - 20.6 - - 30.4 - - -$ 643.8 HCM Lane LOS - C - - D - - - F HCM 95th %tile Q(veh) - 1.4 - - 3.6 - - - 6.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build AM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 335 561 442 1097 933 34 993 1164 1007 25 583 223 Future Volume (veh/h) 335 561 442 1097 933 34 993 1164 1007 25 583 223 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 364 610 480 1192 1014 37 1079 1265 1095 27 634 242 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, %222222222222 Cap, veh/h 238 454 203 787 777 28 703 1743 1139 37 596 185 Arrive On Green 0.04 0.04 0.04 0.23 0.22 0.22 0.39 0.49 0.49 0.02 0.12 0.12 Sat Flow, veh/h 1781 3554 1585 3456 3497 128 1781 3554 1585 1781 5106 1585 Grp Volume(v), veh/h 364 610 480 1192 515 536 1079 1265 1095 27 634 242 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1728 1777 1847 1781 1777 1585 1781 1702 1585 Q Serve(g_s), s 24.0 23.0 23.0 41.0 40.0 40.0 71.0 50.7 45.5 2.7 21.0 21.0 Cycle Q Clear(g_c), s 24.0 23.0 23.0 41.0 40.0 40.0 71.0 50.7 45.5 2.7 21.0 21.0 Prop In Lane 1.00 1.00 1.00 0.07 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 238 454 203 787 395 411 703 1743 1139 37 596 185 V/C Ratio(X) 1.53 1.34 2.37 1.51 1.30 1.31 1.54 0.73 0.96 0.74 1.06 1.31 Avail Cap(c_a), veh/h 238 454 203 787 395 411 703 1743 1139 59 596 185 HCM Platoon Ratio 0.33 0.33 0.33 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 86.0 86.2 86.2 69.5 70.0 70.0 54.5 36.3 10.3 87.7 79.5 79.5 Incr Delay (d2), s/veh 259.8 168.7 631.5 238.0 154.5 154.0 248.2 2.7 18.9 24.6 55.2 172.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 28.8 21.7 45.4 44.1 35.1 36.4 79.4 22.2 23.5 1.5 12.3 17.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 345.8 254.9 717.7 307.5 224.5 224.0 302.7 38.9 29.2 112.2 134.7 251.7 LnGrp LOS FFFFFFFDCFFF Approach Vol, veh/h 1454 2243 3439 903 Approach Delay, s/veh 430.5 268.5 118.6 165.4 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.7 94.3 47.0 29.0 77.0 27.0 30.0 46.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 6.0 86.0 41.0 23.0 71.0 21.0 24.0 40.0 Max Q Clear Time (g_c+I1), s 4.7 52.7 43.0 25.0 73.0 23.0 26.0 42.0 Green Ext Time (p_c), s 0.0 19.8 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 222.1 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year Build AM 16: Lind Ave SW & SW 27th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 91 93 19 27 105 77 90 942 46 17 272 90 Future Volume (veh/h) 91 93 19 27 105 77 90 942 46 17 272 90 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 101 21 29 114 84 98 1024 50 18 296 98 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, % 2 22222222222 Cap, veh/h 215 299 253 225 299 253 742 2438 119 386 1864 605 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.71 0.71 0.71 0.71 0.71 0.71 Sat Flow, veh/h 1279 1870 1585 1294 1870 1585 990 3449 168 525 2637 856 Grp Volume(v), veh/h 99 101 21 29 114 84 98 528 546 18 197 197 Grp Sat Flow(s),veh/h/ln1279 1870 1585 1294 1870 1585 990 1777 1840 525 1777 1716 Q Serve(g_s), s 6.8 4.3 1.0 1.8 4.9 4.2 3.3 11.1 11.1 1.3 3.3 3.4 Cycle Q Clear(g_c), s 11.7 4.3 1.0 6.1 4.9 4.2 6.7 11.1 11.1 12.5 3.3 3.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.09 1.00 0.50 Lane Grp Cap(c), veh/h 215 299 253 225 299 253 742 1256 1301 386 1256 1213 V/C Ratio(X) 0.46 0.34 0.08 0.13 0.38 0.33 0.13 0.42 0.42 0.05 0.16 0.16 Avail Cap(c_a), veh/h 380 540 458 392 540 458 742 1256 1301 386 1256 1213 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/veh39.1 33.6 32.2 36.3 33.8 33.5 5.5 5.5 5.5 8.1 4.3 4.4 Incr Delay (d2), s/veh 1.5 0.7 0.1 0.3 0.8 0.8 0.4 1.0 1.0 0.2 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 2.0 0.4 0.6 2.3 1.7 0.6 3.5 3.6 0.2 1.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.6 34.2 32.3 36.6 34.6 34.3 5.8 6.5 6.5 8.3 4.6 4.7 LnGrp LOS D CCDCC AAAAAA Approach Vol, veh/h 221 227 1172 412 Approach Delay, s/veh 36.9 34.8 6.5 4.8 Approach LOS D C A A Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 69.6 20.4 69.6 20.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 52.0 26.0 52.0 26.0 Max Q Clear Time (g_c+I1), s 13.1 13.7 14.5 8.1 Green Ext Time (p_c), s 9.2 0.7 2.7 0.9 Intersection Summary HCM 6th Ctrl Delay 12.6 HCM 6th LOS B Renton, WA TIS 2025 Horizon Year Build AM 17: Lind Ave SW & SW 34th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 200.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 51 16 25 26 266 59 232 1043 37 24 212 64 Future Vol, veh/h 51 16 25 26 266 59 232 1043 37 24 212 64 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 200 - - 175 - - 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, % 2 22222222222 Mvmt Flow 55 17 27 28 289 64 252 1134 40 26 230 70 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1533 1995 150 1834 2010 587 300 0 0 1174 0 0 Stage 1 317 317 - 1658 1658 ------- Stage 2 1216 1678 - 176 352 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 80 60 870 47 ~ 58 453 1258 - - 591 - - Stage 1 669 653 - 102 ~ 153 ------- Stage 2 192 150 - 809 630 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver - 46 870 ~ 27 ~ 44 453 1258 - - 591 - - Mov Cap-2 Maneuver - 46 - ~ 27 ~ 44 ------- Stage 1 535 624 - 82 ~ 122 ------- Stage 2 - 120 - 728 602 ------- Approach EB WB NB SB HCM Control Delay, s $ 1166.2 1.5 0.9 HCM LOS - F Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1258 - - - 46 163 27 44 61 591 - - HCM Lane V/C Ratio 0.2 - - - 0.189 0.22 1.047 3.286 3.421 0.044 - - HCM Control Delay (s) 8.6 - - - 100.7 33.2$ 399.7$ 1221.9$ 1231.4 11.4 - - HCM Lane LOS A - - - F D F F F B - - HCM 95th %tile Q(veh) 0.7 - - - 0.6 0.8 3.3 16 22 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build AM 18: Lind Ave SW & SW 41st St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 59 83 6 66 131 138 71 1471 20 67 81 23 Future Volume (veh/h) 59 83 6 66 131 138 71 1471 20 67 81 23 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 64 90 7 72 142 150 77 1599 22 73 88 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, %222222222222 Cap, veh/h 82 400 31 92 223 199 98 1515 21 249 1397 382 Arrive On Green 0.05 0.12 0.12 0.05 0.13 0.13 0.11 0.84 0.84 0.14 0.51 0.51 Sat Flow, veh/h 1781 3344 257 1781 1777 1585 1781 3589 49 1781 2757 755 Grp Volume(v), veh/h 64 47 50 72 142 150 77 791 830 73 56 57 Grp Sat Flow(s),veh/h/ln 1781 1777 1824 1781 1777 1585 1781 1777 1861 1781 1777 1735 Q Serve(g_s), s 3.2 2.2 2.2 3.6 6.8 8.2 3.8 38.0 38.0 3.3 1.4 1.5 Cycle Q Clear(g_c), s 3.2 2.2 2.2 3.6 6.8 8.2 3.8 38.0 38.0 3.3 1.4 1.5 Prop In Lane 1.00 0.14 1.00 1.00 1.00 0.03 1.00 0.44 Lane Grp Cap(c), veh/h 82 212 218 92 223 199 98 750 786 249 900 879 V/C Ratio(X) 0.78 0.22 0.23 0.78 0.64 0.76 0.78 1.05 1.06 0.29 0.06 0.07 Avail Cap(c_a), veh/h 99 355 365 99 355 317 178 750 786 249 900 879 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.61 0.61 0.61 0.09 0.09 0.09 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 35.8 35.9 42.2 37.4 38.0 39.5 7.0 7.0 34.7 11.3 11.3 Incr Delay (d2), s/veh 27.1 0.5 0.5 20.0 1.9 3.6 1.3 28.0 28.7 0.6 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 2.0 1.0 1.0 2.1 3.1 3.4 1.6 8.4 9.0 1.4 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.6 36.4 36.4 62.1 39.3 41.6 40.8 35.0 35.7 35.4 11.4 11.5 LnGrp LOS E D D E D D D F F D B B Approach Vol, veh/h 161 364 1698 186 Approach Delay, s/veh 49.6 44.8 35.6 20.8 Approach LOS DDDC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.6 44.0 10.7 16.8 11.0 51.6 10.1 17.3 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 5.0 38.0 5.0 18.0 9.0 34.0 5.0 18.0 Max Q Clear Time (g_c+I1), s 5.3 40.0 5.6 4.2 5.8 3.5 5.2 10.2 Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 0.0 0.6 0.0 1.0 Intersection Summary HCM 6th Ctrl Delay 36.8 HCM 6th LOS D Renton, WA TIS 2025 Horizon Year Build AM 19: E Valley Rd & SW 41st St/WA-167 Southbound ramps HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 116 8 478 271 124 52 734 217 135 82 15 Future Volume (veh/h) 5 116 8 478 271 124 52 734 217 135 82 15 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 5 126 9 317 580 135 57 798 236 147 89 16 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, % 2 22222222222 Cap, veh/h 186 622 527 422 977 227 771 1054 893 225 1702 299 Arrive On Green 0.33 0.33 0.33 0.33 0.33 0.33 0.56 0.56 0.56 0.56 0.56 0.56 Sat Flow, veh/h 736 1870 1585 1265 2937 682 1289 1870 1585 681 3022 530 Grp Volume(v), veh/h 5 126 9 317 369 346 57 798 236 147 51 54 Grp Sat Flow(s),veh/h/ln 736 1870 1585 1265 1870 1748 1289 1870 1585 681 1777 1775 Q Serve(g_s), s 0.7 5.6 0.4 27.6 18.9 19.0 2.4 37.5 8.8 24.2 1.5 1.6 Cycle Q Clear(g_c), s 19.7 5.6 0.4 33.2 18.9 19.0 4.0 37.5 8.8 61.7 1.5 1.6 Prop In Lane 1.00 1.00 1.00 0.39 1.00 1.00 1.00 0.30 Lane Grp Cap(c), veh/h 186 622 527 422 622 582 771 1054 893 225 1001 1000 V/C Ratio(X) 0.03 0.20 0.02 0.75 0.59 0.60 0.07 0.76 0.26 0.65 0.05 0.05 Avail Cap(c_a), veh/h 215 697 591 473 697 651 771 1054 893 225 1001 1000 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/veh40.2 27.5 25.8 39.4 32.0 32.0 12.2 19.2 12.9 42.7 11.3 11.3 Incr Delay (d2), s/veh 0.1 0.2 0.0 5.9 1.1 1.2 0.2 5.1 0.7 13.9 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/ln0.1 2.6 0.2 8.9 8.4 7.9 0.7 16.6 3.2 4.9 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 40.3 27.7 25.8 45.3 33.1 33.2 12.4 24.3 13.7 56.6 11.4 11.4 LnGrp LOS D CCDCCBCBEBB Approach Vol, veh/h 140 1032 1091 252 Approach Delay, s/veh 28.0 36.9 21.4 37.8 Approach LOS CDCD Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 71.0 44.4 71.0 44.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 65.0 43.0 65.0 43.0 Max Q Clear Time (g_c+I1), s 39.5 21.7 63.7 35.2 Green Ext Time (p_c), s 7.4 0.7 0.2 3.2 Intersection Summary HCM 6th Ctrl Delay 29.8 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build AM 20: WA-167 NB & SW 43rd St/S 180th St/SW 43rd St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 110 537 0 0 1719 218 1342 66 490 0 0 0 Future Volume (veh/h) 110 537 0 0 1719 218 1342 66 490 0 0 0 Initial Q (Qb), veh 0 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 120 584 0 0 1868 237 1510 0 533 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 20022222 Cap, veh/h 109 1974 0 0 1639 731 1346 0 599 Arrive On Green 0.06 0.56 0.00 0.00 0.46 0.46 0.38 0.00 0.38 Sat Flow, veh/h 1781 3647 0 0 3647 1585 3563 0 1585 Grp Volume(v), veh/h 120 584 0 0 1868 237 1510 0 533 Grp Sat Flow(s),veh/h/ln1781 1777 0 0 1777 1585 1781 0 1585 Q Serve(g_s), s 11.0 15.7 0.0 0.0 83.0 17.1 68.0 0.0 56.7 Cycle Q Clear(g_c), s 11.0 15.7 0.0 0.0 83.0 17.1 68.0 0.0 56.7 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 109 1974 0 0 1639 731 1346 0 599 V/C Ratio(X) 1.10 0.30 0.00 0.00 1.14 0.32 1.12 0.00 0.89 Avail Cap(c_a), veh/h 109 1974 0 0 1639 731 1346 0 599 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.82 0.82 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh84.5 21.3 0.0 0.0 48.5 30.7 56.0 0.0 52.5 Incr Delay (d2), s/veh 108.2 0.3 0.0 0.0 70.9 1.2 65.2 0.0 17.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln8.4 6.8 0.0 0.0 52.4 6.9 42.0 0.0 25.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 192.7 21.6 0.0 0.0 119.4 31.9 121.2 0.0 70.4 LnGrp LOS F C A A F C F A E Approach Vol, veh/h 704 2105 2043 Approach Delay, s/veh 50.8 109.6 108.0 Approach LOS D F F Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 106.0 17.0 89.0 74.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 100.0 11.0 83.0 68.0 Max Q Clear Time (g_c+I1), s 17.7 13.0 85.0 70.0 Green Ext Time (p_c), s 4.4 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 100.4 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build AM 21: E Valley Hwy/E Valley Rd & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 63 312 32 160 2383 576 178 242 176 227 266 82 Future Volume (veh/h) 63 312 32 160 2383 576 178 242 176 227 266 82 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 68 339 35 174 2590 626 193 263 191 208 343 89 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, % 2 22222222222 Cap, veh/h 59 1945 867 193 2211 986 174 488 342 157 702 180 Arrive On Green 0.01 0.18 0.18 0.14 0.83 0.83 0.24 0.24 0.24 0.24 0.24 0.24 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 956 1995 1400 937 2873 735 Grp Volume(v), veh/h 68 339 35 174 2590 626 193 233 221 208 222 210 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1777 1585 956 1777 1618 937 1870 1738 Q Serve(g_s), s 6.0 14.5 3.3 17.3 112.0 25.8 25.3 20.5 21.5 22.5 18.3 18.7 Cycle Q Clear(g_c), s 6.0 14.5 3.3 17.3 112.0 25.8 44.0 20.5 21.5 44.0 18.3 18.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.42 Lane Grp Cap(c), veh/h 59 1945 867 193 2211 986 174 434 396 157 457 425 V/C Ratio(X) 1.15 0.17 0.04 0.90 1.17 0.63 1.11 0.54 0.56 1.32 0.48 0.50 Avail Cap(c_a), veh/h 59 1945 867 247 2211 986 174 434 396 157 457 425 HCM Platoon Ratio 0.33 0.33 0.33 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.09 0.09 0.09 1.00 1.00 1.00 0.75 0.75 0.75 Uniform Delay (d), s/veh89.0 39.3 34.7 76.1 15.5 8.1 80.3 59.1 59.5 81.6 58.3 58.5 Incr Delay (d2), s/veh 161.3 0.2 0.1 3.8 77.6 0.3 100.1 4.7 5.6 174.8 2.7 3.1 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/ln5.5 7.0 1.3 7.9 52.6 6.0 13.0 9.8 9.4 15.0 9.1 8.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 250.3 39.5 34.8 79.9 93.1 8.4 180.3 63.8 65.1 256.4 61.0 61.5 LnGrp LOS F D C E F A F E E F E E Approach Vol, veh/h 442 3390 647 640 Approach Delay, s/veh 71.6 76.8 99.0 124.7 Approach LOS E E F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s25.5 104.5 50.0 12.0 118.0 50.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s25.0 93.0 44.0 6.0 112.0 44.0 Max Q Clear Time (g_c+I1), s19.3 16.5 46.0 8.0 114.0 46.0 Green Ext Time (p_c), s 0.2 2.5 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 85.1 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build AM 22: 88th Ave S/Lind Ave SW & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 223 413 17 15 2046 887 26 131 7 41 19 68 Future Volume (veh/h) 223 413 17 15 2046 887 26 131 7 41 19 68 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 242 449 18 16 2224 964 28 142 8 33 38 74 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, % 2 22222222222 Cap, veh/h 40 2438 98 647 1729 698 178 175 10 178 187 159 Arrive On Green 0.70 0.70 0.70 0.70 0.70 0.70 0.10 0.10 0.10 0.10 0.10 0.10 Sat Flow, veh/h 66 3483 139 926 2471 997 1781 1754 99 1781 1870 1585 Grp Volume(v), veh/h 242 229 238 16 1553 1635 28 0 150 33 38 74 Grp Sat Flow(s),veh/h/ln 66 1777 1845 926 1777 1691 1781 0 1853 1781 1870 1585 Q Serve(g_s), s 0.0 8.0 8.0 1.1 126.0 126.0 2.6 0.0 14.3 3.1 3.4 7.9 Cycle Q Clear(g_c), s 126.0 8.0 8.0 9.1 126.0 126.0 2.6 0.0 14.3 3.1 3.4 7.9 Prop In Lane 1.00 0.08 1.00 0.59 1.00 0.05 1.00 1.00 Lane Grp Cap(c), veh/h 40 1244 1292 647 1244 1184 178 0 185 178 187 159 V/C Ratio(X) 6.05 0.18 0.18 0.02 1.25 1.38 0.16 0.00 0.81 0.19 0.20 0.47 Avail Cap(c_a), veh/h 40 1244 1292 647 1244 1184 178 0 185 178 187 159 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 0.09 0.09 0.09 1.00 0.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh90.0 9.3 9.3 10.9 27.0 27.0 74.1 0.0 79.3 74.3 74.4 76.5 Incr Delay (d2), s/veh 2325.2 0.3 0.3 0.0 112.6 172.1 1.9 0.0 30.5 2.2 2.3 9.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln27.7 3.2 3.4 0.2 88.2 103.5 1.3 0.0 8.4 1.5 1.7 3.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2415.2 9.6 9.6 10.9 139.6 199.1 75.9 0.0 109.8 76.5 76.8 85.7 LnGrp LOS F A A B F F E A F E E F Approach Vol, veh/h 709 3204 178 145 Approach Delay, s/veh 830.7 169.3 104.5 81.2 Approach LOS FFFF Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 132.0 24.0 132.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 126.0 18.0 126.0 18.0 Max Q Clear Time (g_c+I1), s 128.0 9.9 128.0 16.3 Green Ext Time (p_c), s 0.0 0.3 0.0 0.1 Intersection Summary HCM 6th Ctrl Delay 274.2 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build AM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 21 9 73 92 282 77 799 134 451 530 106 Future Volume (veh/h) 6 21 9 73 92 282 77 799 134 451 530 106 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 7 23 10 79 100 307 84 868 146 490 576 115 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, % 2 22222222222 Cap, veh/h 96 196 85 366 81 248 419 1021 172 456 1405 280 Arrive On Green 0.01 0.16 0.16 0.05 0.20 0.20 0.05 0.34 0.34 0.19 0.48 0.48 Sat Flow, veh/h 1781 1236 537 1781 405 1242 1781 3043 512 1781 2953 588 Grp Volume(v), veh/h 7 0 33 79 0 407 84 507 507 490 346 345 Grp Sat Flow(s),veh/h/ln1781 0 1774 1781 0 1647 1781 1777 1778 1781 1777 1765 Q Serve(g_s), s 0.3 0.0 1.4 3.3 0.0 18.0 2.7 23.9 23.9 17.0 11.4 11.5 Cycle Q Clear(g_c), s 0.3 0.0 1.4 3.3 0.0 18.0 2.7 23.9 23.9 17.0 11.4 11.5 Prop In Lane 1.00 0.30 1.00 0.75 1.00 0.29 1.00 0.33 Lane Grp Cap(c), veh/h 96 0 281 366 0 329 419 596 597 456 845 839 V/C Ratio(X) 0.07 0.00 0.12 0.22 0.00 1.24 0.20 0.85 0.85 1.08 0.41 0.41 Avail Cap(c_a), veh/h 179 0 355 375 0 329 431 596 597 456 845 839 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 0.09 0.09 0.09 Uniform Delay (d), s/veh32.5 0.0 32.5 29.5 0.0 36.0 17.9 27.8 27.8 23.3 15.4 15.4 Incr Delay (d2), s/veh 0.3 0.0 0.2 0.3 0.0 129.5 0.2 14.1 14.1 38.5 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/ln0.1 0.0 0.6 1.4 0.0 18.8 1.1 11.9 11.9 11.4 4.3 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.8 0.0 32.7 29.8 0.0 165.5 18.1 41.9 41.9 61.8 15.5 15.5 LnGrp LOS C A C C A F B D D F B B Approach Vol, veh/h 40 486 1098 1181 Approach Delay, s/veh 32.7 143.5 40.1 34.7 Approach LOS C F D C Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s23.0 36.2 10.6 20.2 10.4 48.8 6.8 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s17.0 26.0 5.0 18.0 5.0 38.0 5.0 18.0 Max Q Clear Time (g_c+I1), s19.0 25.9 5.3 3.4 4.7 13.5 2.3 20.0 Green Ext Time (p_c), s 0.0 0.1 0.0 0.1 0.0 4.4 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 55.6 HCM 6th LOS E Renton, WA TIS 2025 Horizon Year Build AM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way Queues Synchro 11 Report NV5 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 364 610 480 1192 1051 1079 1265 1095 27 634 242 v/c Ratio 1.54 1.35 0.90 1.53 1.34 1.55 0.73 0.94 0.47 1.07 0.64 Control Delay 310.8 216.6 41.5 286.7 212.0 289.2 39.9 31.7 110.6 129.0 20.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 310.8 216.6 41.5 286.7 212.0 289.2 39.9 31.7 110.6 129.0 20.4 Queue Length 50th (ft) ~611 ~500 260 ~1009 ~850 ~1785 633 654 32 ~302 26 Queue Length 95th (ft) m#727 m#564 m294 #1146 #992 #2054 722 #1265 71 #394 125 Internal Link Dist (ft) 841 497 354 750 Turn Bay Length (ft) 302 450 200 400 390 225 Base Capacity (vph) 236 452 531 781 784 698 1737 1170 59 593 377 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 1.54 1.35 0.90 1.53 1.34 1.55 0.73 0.94 0.46 1.07 0.64 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Renton, WA TIS 2025 Horizon Year Build PM 1: Site Driveway/Raymond Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 4.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 40 9 27 70 46 53 Future Vol, veh/h 40 9 27 70 46 53 Conflicting Peds, #/hr 0 00000 Sign Control Yield Yield Stop Stop Free Free RT Channelized - None - None - None Storage Length 0 ----- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 43 10 29 76 50 58 Major/Minor Minor2 Major2 Conflicting Flow All 158 58 0 0 Stage 1 158 - - - Stage 2 0 - - - Critical Hdwy 6.52 6.22 4.12 - Critical Hdwy Stg 1 5.52 - - - Critical Hdwy Stg 2 ---- Follow-up Hdwy 4.018 3.318 2.218 - Pot Cap-1 Maneuver 734 1008 - - Stage 1 767 - - - Stage 2 ---- Platoon blocked, % - Mov Cap-1 Maneuver 0 1008 - - Mov Cap-2 Maneuver 0 - - - Stage 1 0 - - - Stage 2 0 - - - Approach NB SB HCM Control Delay, s 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 SBL SBT Capacity (veh/h) 1008 - - HCM Lane V/C Ratio 0.105 - - HCM Control Delay (s) 9 - - HCM Lane LOS A - - HCM 95th %tile Q(veh) 0.3 - - Renton, WA TIS 2025 Horizon Year Build PM 2: Lind Ave SW & SW 19th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 107 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 222 6 154 16 8 43 26 712 35 64 630 19 Future Vol, veh/h 222 6 154 16 8 43 26 712 35 64 630 19 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 145 - - 150 -------- 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, % 2 22222222222 Mvmt Flow 241 7 167 17 9 47 28 774 38 70 685 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1284 1704 353 1335 1695 406 706 0 0 812 0 0 Stage 1 836 836 - 849 849 ------- Stage 2 448 868 - 486 846 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 122 91 643 112 92 594 888 - - 810 - - Stage 1 328 381 - 322 375 ------- Stage 2 560 368 - 531 377 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 87 73 643 66 74 594 888 - - 810 - - Mov Cap-2 Maneuver ~ 87 73 - 66 74 ------- Stage 1 309 327 - 303 353 ------- Stage 2 474 347 - 330 323 ------- Approach EB WB NB SB HCM Control Delay, s$ 532.5 34.5 0.5 1.4 HCM LOS F D Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 888 - - 87 497 66 283 810 - - HCM Lane V/C Ratio 0.032 - - 2.774 0.35 0.264 0.196 0.086 - - HCM Control Delay (s) 9.2 0.2 -$ 904.7 16.1 78 20.8 9.9 0.6 - HCM Lane LOS A A - F C F C A A - HCM 95th %tile Q(veh) 0.1 - - 23.2 1.6 0.9 0.7 0.3 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build PM 3: Lind Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 432 294 196 7 197 254 120 948 5 194 454 193 Future Volume (veh/h) 432 294 196 7 197 254 120 948 5 194 454 193 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 470 320 213 8 214 276 130 1030 5 211 493 210 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, %222222222222 Cap, veh/h 360 679 442 268 346 309 320 1671 8 215 1121 475 Arrive On Green 0.14 0.33 0.33 0.01 0.19 0.19 0.46 0.46 0.46 0.46 0.46 0.46 Sat Flow, veh/h 1781 2063 1342 1781 1777 1585 744 3626 18 545 2432 1030 Grp Volume(v), veh/h 470 275 258 8 214 276 130 505 530 211 359 344 Grp Sat Flow(s),veh/h/ln 1781 1777 1629 1781 1777 1585 744 1777 1867 545 1777 1685 Q Serve(g_s), s 13.0 11.0 11.4 0.3 9.9 15.3 12.9 19.2 19.2 22.2 12.3 12.4 Cycle Q Clear(g_c), s 13.0 11.0 11.4 0.3 9.9 15.3 25.3 19.2 19.2 41.5 12.3 12.4 Prop In Lane 1.00 0.82 1.00 1.00 1.00 0.01 1.00 0.61 Lane Grp Cap(c), veh/h 360 585 536 268 346 309 320 819 861 215 819 777 V/C Ratio(X) 1.31 0.47 0.48 0.03 0.62 0.89 0.41 0.62 0.62 0.98 0.44 0.44 Avail Cap(c_a), veh/h 360 585 536 349 355 317 320 819 861 215 819 777 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 26.3 24.0 24.1 28.6 33.2 35.3 25.0 18.3 18.3 37.9 16.4 16.4 Incr Delay (d2), s/veh 156.6 0.6 0.7 0.0 3.1 25.6 3.8 3.5 3.3 57.2 1.7 1.8 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 21.5 4.6 4.4 0.1 4.5 8.0 2.6 8.3 8.6 8.1 5.2 5.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 182.9 24.5 24.8 28.6 36.3 61.0 28.8 21.7 21.6 95.1 18.1 18.3 LnGrp LOS F CCCDECCCFBB Approach Vol, veh/h 1003 498 1165 914 Approach Delay, s/veh 98.8 49.8 22.4 35.9 Approach LOS F D C D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 47.5 6.9 35.6 47.5 19.0 23.5 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 41.0 5.0 26.0 41.0 13.0 18.0 Max Q Clear Time (g_c+I1), s 27.3 2.3 13.4 43.5 15.0 17.3 Green Ext Time (p_c), s 6.5 0.0 2.7 0.0 0.0 0.2 Intersection Summary HCM 6th Ctrl Delay 51.1 HCM 6th LOS D Renton, WA TIS 2025 Horizon Year Build PM 4: Raymond Ave SW & SW 16th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 21.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 891 65 10 488 18 90 2 16 12 2 7 Future Vol, veh/h 28 891 65 10 488 18 90 2 16 12 2 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 100 - - 500 -------- 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, % 2 22222222222 Mvmt Flow 30 968 71 11 530 20 98 2 17 13 2 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 550 0 0 1039 0 0 1631 1636 1004 1635 1661 540 Stage 1 ------1064 1064 - 562 562 - Stage 2 ------567572-1073 1099 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1020 - - 669 - - ~ 81 101 294 81 97 542 Stage 1 ------270300-512510- Stage 2 ------508504-267288- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1020 - - 669 - - ~ 76 96 294 72 93 542 Mov Cap-2 Maneuver ------~ 7696-7293- Stage 1 ------262291-497502- Stage 2 ------490496-242280- Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 $ 309.2 49.1 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 86 1020 - - 669 - - 104 HCM Lane V/C Ratio 1.365 0.03 - - 0.016 - - 0.219 HCM Control Delay (s) $ 309.2 8.6 - - 10.5 - - 49.1 HCM Lane LOS F A - - B - - E HCM 95th %tile Q(veh) 8.9 0.1 - - 0.1 - - 0.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build PM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 214 1784 625 141 1369 75 660 352 232 124 743 610 Future Volume (veh/h) 214 1784 625 141 1369 75 660 352 232 124 743 610 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 233 1939 679 153 1488 82 451 756 252 135 808 663 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, %222222222222 Cap, veh/h 139 1093 361 89 1332 73 307 462 154 406 430 340 Arrive On Green 0.08 0.42 0.42 0.10 0.78 0.78 0.17 0.17 0.17 0.23 0.23 0.23 Sat Flow, veh/h 1781 2624 867 1781 3425 188 1781 2685 895 1781 1886 1493 Grp Volume(v), veh/h 233 1275 1343 153 769 801 451 527 481 135 760 711 Grp Sat Flow(s),veh/h/ln 1781 1777 1714 1781 1777 1837 1781 1870 1709 1781 1777 1602 Q Serve(g_s), s 14.0 75.0 75.0 9.0 70.0 70.0 31.0 31.0 31.0 11.4 41.0 41.0 Cycle Q Clear(g_c), s 14.0 75.0 75.0 9.0 70.0 70.0 31.0 31.0 31.0 11.4 41.0 41.0 Prop In Lane 1.00 0.51 1.00 0.10 1.00 0.52 1.00 0.93 Lane Grp Cap(c), veh/h 139 740 714 89 691 714 307 322 294 406 405 365 V/C Ratio(X) 1.68 1.72 1.88 1.72 1.11 1.12 1.47 1.63 1.64 0.33 1.88 1.95 Avail Cap(c_a), veh/h 139 740 714 89 691 714 307 322 294 406 405 365 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.71 0.71 0.71 0.20 0.20 0.20 1.00 1.00 1.00 Uniform Delay (d), s/veh 83.0 52.5 52.5 81.0 20.0 20.0 74.5 74.5 74.5 58.1 69.5 69.5 Incr Delay (d2), s/veh 336.1 330.9 401.1 354.3 65.2 67.8 215.2 288.6 288.9 0.5 403.8 437.4 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 19.4 101.4 111.8 12.7 29.1 30.6 32.6 40.8 37.3 5.3 64.1 61.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 419.1 383.4 453.6 435.3 85.2 87.8 289.7 363.1 363.4 58.5 473.3 506.9 LnGrp LOS FFFFFFFFFEFF Approach Vol, veh/h 2851 1723 1459 1606 Approach Delay, s/veh 419.4 117.5 340.5 453.3 Approach LOS FFFF Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 81.0 47.0 20.0 76.0 37.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 9.0 75.0 41.0 14.0 70.0 31.0 Max Q Clear Time (g_c+I1), s 11.0 77.0 43.0 16.0 72.0 33.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 343.4 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build PM 6: SW Grady Way & Powell Ave SW HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 1940 20 57 1369 20 30 9 79 100 12 159 Future Volume (veh/h) 84 1940 20 57 1369 20 30 9 79 100 12 159 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 91 2109 22 62 1488 22 33 10 86 109 13 173 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, % 2 22222222222 Cap, veh/h 209 2202 23 160 2091 31 91 28 104 160 19 159 Arrive On Green 0.23 1.00 1.00 0.18 1.00 1.00 0.07 0.07 0.07 0.10 0.10 0.10 Sat Flow, veh/h 1781 3603 38 1781 3585 53 1382 419 1585 1600 191 1585 Grp Volume(v), veh/h 91 1038 1093 62 737 773 43 0 86 122 0 173 Grp Sat Flow(s),veh/h/ln1781 1777 1864 1781 1777 1861 1801 0 1585 1790 0 1585 Q Serve(g_s), s 7.8 0.0 0.0 5.5 0.0 0.0 4.1 0.0 9.6 11.8 0.0 18.0 Cycle Q Clear(g_c), s 7.8 0.0 0.0 5.5 0.0 0.0 4.1 0.0 9.6 11.8 0.0 18.0 Prop In Lane 1.00 0.02 1.00 0.03 0.77 1.00 0.89 1.00 Lane Grp Cap(c), veh/h 209 1086 1139 160 1036 1085 119 0 104 179 0 159 V/C Ratio(X) 0.43 0.96 0.96 0.39 0.71 0.71 0.36 0.00 0.82 0.68 0.00 1.09 Avail Cap(c_a), veh/h 209 1086 1139 160 1036 1085 180 0 159 179 0 159 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.09 0.23 0.23 0.23 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh63.8 0.0 0.0 69.5 0.0 0.0 80.5 0.0 83.0 78.2 0.0 81.0 Incr Delay (d2), s/veh 0.1 2.8 2.9 0.4 1.0 0.9 1.9 0.0 18.5 10.1 0.0 98.0 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/ln3.4 0.9 0.9 2.5 0.3 0.3 2.0 0.0 4.5 6.0 0.0 11.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.9 2.8 2.9 69.8 1.0 0.9 82.3 0.0 101.6 88.3 0.0 179.0 LnGrp LOS E AAEAAFAFFAF Approach Vol, veh/h 2222 1572 129 295 Approach Delay, s/veh 5.4 3.7 95.2 141.5 Approach LOS A A F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s22.1 116.0 24.0 27.1 111.0 17.9 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s10.0 110.0 18.0 15.0 105.0 18.0 Max Q Clear Time (g_c+I1), s7.5 2.0 20.0 9.8 2.0 11.6 Green Ext Time (p_c), s 0.0 48.2 0.0 0.1 18.5 0.2 Intersection Summary HCM 6th Ctrl Delay 17.0 HCM 6th LOS B Renton, WA TIS 2025 Horizon Year Build PM 7: Lind Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 222 1824 90 504 1207 83 90 324 1080 101 221 114 Future Volume (veh/h) 222 1824 90 504 1207 83 90 324 1080 101 221 114 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 241 1983 98 548 1312 90 98 352 0 110 240 124 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, % 2 22222222222 Cap, veh/h 255 1283 63 307 1369 94 327 1125 338 727 363 Arrive On Green 0.08 0.25 0.25 0.05 0.13 0.13 0.03 0.32 0.00 0.03 0.32 0.32 Sat Flow, veh/h 1781 3448 169 1781 3375 231 1781 3554 1585 1781 2295 1146 Grp Volume(v), veh/h 241 1014 1067 548 689 713 98 352 0 110 184 180 Grp Sat Flow(s),veh/h/ln1781 1777 1840 1781 1777 1829 1781 1777 1585 1781 1777 1664 Q Serve(g_s), s 19.5 67.0 67.0 27.0 69.4 69.7 5.0 13.5 0.0 5.0 14.2 14.9 Cycle Q Clear(g_c), s 19.5 67.0 67.0 27.0 69.4 69.7 5.0 13.5 0.0 5.0 14.2 14.9 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 255 661 685 307 721 742 327 1125 338 563 527 V/C Ratio(X) 0.95 1.53 1.56 1.78 0.96 0.96 0.30 0.31 0.33 0.33 0.34 Avail Cap(c_a), veh/h 255 661 685 307 721 742 327 1125 338 563 527 HCM Platoon Ratio 0.67 0.67 0.67 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.35 0.35 0.35 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh62.4 67.6 67.6 72.8 76.4 76.5 44.7 46.6 0.0 45.6 46.9 47.1 Incr Delay (d2), s/veh 21.1 242.5 253.7 365.6 24.5 24.8 0.5 0.7 0.0 0.6 1.5 1.8 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/ln8.4 75.9 80.7 46.1 38.4 39.7 1.2 6.2 0.0 1.6 6.7 6.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 83.5 310.1 321.3 438.5 100.8 101.3 45.2 47.4 0.0 46.1 48.4 48.9 LnGrp LOS F FFFFFDD DDD Approach Vol, veh/h 2322 1950 450 A 474 Approach Delay, s/veh 291.7 195.9 46.9 48.1 Approach LOS F F D D Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s33.0 73.0 11.0 63.0 27.0 79.0 11.0 63.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s27.0 67.0 5.0 57.0 21.0 73.0 5.0 57.0 Max Q Clear Time (g_c+I1), s29.0 69.0 7.0 16.9 21.5 71.7 7.0 15.5 Green Ext Time (p_c), s 0.0 0.0 0.0 2.4 0.0 1.0 0.0 2.6 Intersection Summary HCM 6th Ctrl Delay 212.3 HCM 6th LOS F Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year Build PM 8: SW Grady Way & Longacres Dr SW HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 223.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 70 2234 2026 30 36 681 Future Vol, veh/h 70 2234 2026 30 36 681 Conflicting Peds, #/hr 0 00000 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 232 - - - 0 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 22222 Mvmt Flow 76 2428 2202 33 39 740 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 2235 0 - 0 3585 1118 Stage 1 - - - - 2219 - Stage 2 - - - - 1366 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 229 - - - ~ 4 ~ 201 Stage 1 - - - - 68 - Stage 2 - - - - 202 - Platoon blocked, % - - - Mov Cap-1 Maneuver 229 - - - ~ 3 ~ 201 Mov Cap-2 Maneuver - - - - ~ 3 - Stage 1 - - - - 45 - Stage 2 - - - - 202 - Approach EB WB SB HCM Control Delay, s 0.9 0 $ 1578.2 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 229 - - - 3 201 HCM Lane V/C Ratio 0.332 - - -13.043 3.683 HCM Control Delay (s) 28.3 - - -$ 7707.7$ 1254.2 HCM Lane LOS D - - - F F HCM 95th %tile Q(veh) 1.4 - - - 6.7 71.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build PM 9: WA-181/W Valley Hwy/Interurban Ave S & Southcenter Blvd/SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 224 949 277 1221 1183 675 165 904 73 437 1410 25 Future Volume (veh/h) 224 949 277 1221 1183 675 165 904 73 437 1410 25 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 243 1032 301 1327 1286 734 179 983 79 475 1533 27 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, %222222222222 Cap, veh/h 261 632 282 663 1435 640 99 796 64 269 933 16 Arrive On Green 0.15 0.18 0.18 0.37 0.40 0.40 0.02 0.08 0.08 0.10 0.35 0.35 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 3331 268 3456 3573 63 Grp Volume(v), veh/h 243 1032 301 1327 1286 734 179 524 538 475 762 798 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1585 1781 1777 1822 1728 1777 1859 Q Serve(g_s), s 24.3 32.0 32.0 67.0 60.9 55.1 10.0 43.0 43.0 14.0 47.0 47.0 Cycle Q Clear(g_c), s 24.3 32.0 32.0 67.0 60.9 55.1 10.0 43.0 43.0 14.0 47.0 47.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 0.03 Lane Grp Cap(c), veh/h 261 632 282 663 1435 640 99 424 435 269 464 485 V/C Ratio(X) 0.93 1.63 1.07 2.00 0.90 1.15 1.81 1.24 1.24 1.77 1.64 1.64 Avail Cap(c_a), veh/h 267 632 282 663 1435 640 99 424 435 269 464 485 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.12 0.12 0.12 0.09 0.09 0.09 Uniform Delay (d), s/veh 76.0 74.0 74.0 56.5 50.1 30.8 88.3 82.9 82.9 80.7 58.7 58.7 Incr Delay (d2), s/veh 37.0 292.2 72.8 456.0 7.8 83.5 368.8 108.4 108.5 346.6 289.5 291.1 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 13.9 40.3 18.8 114.1 28.7 36.0 15.0 33.6 34.4 19.1 57.8 60.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 112.9 366.2 146.8 512.5 57.9 114.4 457.1 191.3 191.4 427.3 348.2 349.8 LnGrp LOS FFFFEFFFFFFF Approach Vol, veh/h 1576 3347 1241 2035 Approach Delay, s/veh 285.3 250.5 229.7 367.3 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.0 49.0 73.0 38.0 16.0 53.0 32.3 78.7 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 14.0 43.0 67.0 32.0 10.0 47.0 27.0 72.0 Max Q Clear Time (g_c+I1), s 16.0 45.0 69.0 34.0 12.0 49.0 26.3 62.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 0.1 7.1 Intersection Summary HCM 6th Ctrl Delay 283.0 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year Build PM 10: I-405 WB ramps/Fort Dent Way & Interurban Ave S HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 131 1772 65 593 1042 228 134 249 374 284 61 74 Future Volume (veh/h) 131 1772 65 593 1042 228 134 249 374 284 61 74 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 1926 71 645 1133 248 146 271 407 309 66 80 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, % 2 22222222222 Cap, veh/h 158 1517 643 422 1274 277 115 163 343 218 286 347 Arrive On Green 0.09 0.41 0.41 0.12 0.44 0.44 0.22 0.22 0.22 0.12 0.37 0.37 Sat Flow, veh/h 1781 3741 1585 3456 2902 631 405 752 1585 1781 770 933 Grp Volume(v), veh/h 142 1926 71 645 691 690 417 0 407 309 0 146 Grp Sat Flow(s),veh/h/ln1781 1870 1585 1728 1777 1757 1157 0 1585 1781 0 1702 Q Serve(g_s), s 14.2 73.0 5.0 22.0 64.2 65.4 28.4 0.0 39.0 22.0 0.0 10.6 Cycle Q Clear(g_c), s 14.2 73.0 5.0 22.0 64.2 65.4 39.0 0.0 39.0 22.0 0.0 10.6 Prop In Lane 1.00 1.00 1.00 0.36 0.35 1.00 1.00 0.55 Lane Grp Cap(c), veh/h 158 1517 643 422 780 771 278 0 343 218 0 634 V/C Ratio(X) 0.90 1.27 0.11 1.53 0.89 0.90 1.50 0.00 1.19 1.42 0.00 0.23 Avail Cap(c_a), veh/h 158 1517 643 422 780 771 278 0 343 218 0 634 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 0.09 0.09 0.09 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh81.2 53.5 33.3 79.0 46.4 46.7 77.2 0.0 70.5 79.0 0.0 38.8 Incr Delay (d2), s/veh 43.0 126.7 0.1 238.3 1.3 1.5 243.7 0.0 109.0 213.4 0.0 0.8 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/ln8.5 60.9 2.0 23.8 28.7 28.9 31.9 0.0 26.3 23.1 0.0 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 124.2 180.2 33.4 317.3 47.6 48.1 320.9 0.0 179.5 292.4 0.0 39.6 LnGrp LOS F F C F D D F A F F A D Approach Vol, veh/h 2139 2026 824 455 Approach Delay, s/veh 171.6 133.7 251.0 211.3 Approach LOS FFFF Timer - Assigned Phs 1 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s28.0 45.0 28.0 79.0 73.0 22.0 85.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s22.0 39.0 22.0 73.0 67.0 16.0 79.0 Max Q Clear Time (g_c+I1), s24.0 41.0 24.0 75.0 12.6 16.2 67.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 1.0 0.0 7.1 Intersection Summary HCM 6th Ctrl Delay 172.8 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build PM 11: WA-181/W Valley Hwy & I-405 EB off-ramp/S 156th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 698 110 1144 51 32 135 457 1227 129 152 2720 106 Future Volume (veh/h) 698 110 1144 51 32 135 457 1227 129 152 2720 106 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 845 0 0 55 35 147 497 1334 140 165 2957 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, % 2 22222222222 Cap, veh/h 811 0 125 70 163 297 1405 147 183 1599 713 Arrive On Green 0.23 0.00 0.00 0.10 0.10 0.10 0.09 0.43 0.43 0.10 0.45 0.45 Sat Flow, veh/h 3563 0 1585 905 677 1585 3456 3247 339 1781 3554 1585 Grp Volume(v), veh/h 845 0 0 90 0 147 497 727 747 165 2957 115 Grp Sat Flow(s),veh/h/ln1781 0 1585 1581 0 1585 1728 1777 1809 1781 1777 1585 Q Serve(g_s), s 41.0 0.0 0.0 8.6 0.0 16.5 15.4 70.7 71.8 16.5 81.0 3.6 Cycle Q Clear(g_c), s 41.0 0.0 0.0 9.6 0.0 16.5 15.4 70.7 71.8 16.5 81.0 3.6 Prop In Lane 1.00 1.00 0.61 1.00 1.00 0.19 1.00 1.00 Lane Grp Cap(c), veh/h 811 0 195 0 163 297 769 783 183 1599 713 V/C Ratio(X) 1.04 0.00 0.46 0.00 0.90 1.68 0.95 0.95 0.90 1.85 0.16 Avail Cap(c_a), veh/h 811 0 199 0 167 297 769 783 198 1599 713 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh69.5 0.0 0.0 76.6 0.0 79.8 82.3 49.0 49.3 79.8 49.5 6.3 Incr Delay (d2), s/veh 42.8 0.0 0.0 1.7 0.0 41.6 318.5 21.6 22.7 5.2 382.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln23.6 0.0 0.0 4.1 0.0 8.7 20.1 36.0 37.3 7.9 120.7 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 112.3 0.0 0.0 78.3 0.0 121.5 400.8 70.6 72.0 85.0 431.8 6.4 LnGrp LOS F A E A F F E E F F A Approach Vol, veh/h 845 A 237 1971 3237 Approach Delay, s/veh 112.3 105.1 154.4 399.0 Approach LOS FFFF Timer - Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s24.5 83.9 71.6 21.4 87.0 47.0 24.6 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s20.0 76.0 66.0 15.0 81.0 41.0 19.0 Max Q Clear Time (g_c+I1), s18.5 73.8 0.0 17.4 83.0 43.0 18.5 Green Ext Time (p_c), s 0.1 1.8 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 272.8 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. Renton, WA TIS 2025 Horizon Year Build PM 12: Maple Ave SW & SW Grady Way HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 13.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 270 2173 53 117 1365 62 38 21 258 20 18 143 Future Vol, veh/h 270 2173 53 117 1365 62 38 21 258 20 18 143 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 98 - - 141 -----0-- 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, % 2 22222222222 Mvmt Flow 293 2362 58 127 1484 67 41 23 280 22 20 155 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1551 0 0 2420 0 0 3983 4782 1210 3314 4778 776 Stage 1 ------2977 2977 - 1772 1772 - Stage 2 ------1006 1805 - 1542 3006 - Critical Hdwy 4.14 - - 5.34 - - 6.99 6.54 7.14 6.99 6.54 6.94 Critical Hdwy Stg 1 ------7.34 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 ------6.54 5.54 - 6.74 5.54 - Follow-up Hdwy 2.22 - - 3.12 - - 3.67 4.02 3.92 3.67 4.02 3.32 Pot Cap-1 Maneuver 423 - - ~ 76 - - ~ 2 ~ 1 ~ 150 ~ 6 ~ 1 340 Stage 1 ------~ 732-85135- Stage 2 ------252129-10831- Platoon blocked, % - - - - Mov Cap-1 Maneuver 423 - - ~ 76 - - - 0 ~ 150 - 0 340 Mov Cap-2 Maneuver -------0--0- Stage 1 ------~ 2~ 10-260- Stage 2 -------0-37~ 10- Approach EB WB NB SB HCM Control Delay, s 3.3 33.8 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) - 423 - - ~ 76 - - - 340 HCM Lane V/C Ratio - 0.694 - - 1.673 - - - 0.515 HCM Control Delay (s) - 30.7 - - $ 446 - - - 26.3 HCM Lane LOS - D - - F - - - D HCM 95th %tile Q(veh) - 5.2 - - 10.8 - - - 2.8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build PM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 340 1537 1271 843 733 45 737 681 712 150 1435 418 Future Volume (veh/h) 340 1537 1271 843 733 45 737 681 712 150 1435 418 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 370 1671 1382 916 797 49 801 740 774 163 1560 454 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, %222222222222 Cap, veh/h 336 987 440 499 793 49 426 1215 771 183 1050 326 Arrive On Green 0.25 0.37 0.37 0.14 0.23 0.23 0.24 0.34 0.34 0.10 0.21 0.21 Sat Flow, veh/h 1781 3554 1585 3456 3401 209 1781 3554 1585 1781 5106 1585 Grp Volume(v), veh/h 370 1671 1382 916 416 430 801 740 774 163 1560 454 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1728 1777 1833 1781 1777 1585 1781 1702 1585 Q Serve(g_s), s 34.0 50.0 50.0 26.0 42.0 42.0 43.0 31.2 50.2 16.3 37.0 25.1 Cycle Q Clear(g_c), s 34.0 50.0 50.0 26.0 42.0 42.0 43.0 31.2 50.2 16.3 37.0 25.1 Prop In Lane 1.00 1.00 1.00 0.11 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 336 987 440 499 415 428 426 1215 771 183 1050 326 V/C Ratio(X) 1.10 1.69 3.14 1.84 1.00 1.00 1.88 0.61 1.00 0.89 1.49 1.39 Avail Cap(c_a), veh/h 336 987 440 499 415 428 426 1215 771 238 1050 326 HCM Platoon Ratio 1.33 1.33 1.33 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 67.4 56.7 56.8 77.0 69.0 69.0 68.5 49.2 27.7 79.8 71.5 32.9 Incr Delay (d2), s/veh 78.5 316.1 968.4 383.6 45.3 44.7 405.9 2.3 33.4 26.7 224.0 194.8 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 22.4 65.0 137.8 38.2 24.4 25.1 67.6 14.4 24.9 8.9 38.0 27.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 145.9 372.9 1025.2 460.6 114.3 113.7 474.4 51.5 61.2 106.5 295.5 227.7 LnGrp LOS FFFFFFFDFFFF Approach Vol, veh/h 3423 1762 2315 2177 Approach Delay, s/veh 611.7 294.1 201.1 267.2 Approach LOS FFFF Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 24.5 67.5 32.0 56.0 49.0 43.0 40.0 48.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 24.0 56.0 26.0 50.0 43.0 37.0 34.0 42.0 Max Q Clear Time (g_c+I1), s 18.3 52.2 28.0 52.0 45.0 39.0 36.0 44.0 Green Ext Time (p_c), s 0.2 2.7 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 378.1 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year Build PM 16: Lind Ave SW & SW 27th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 126 352 223 51 77 15 51 602 5 118 831 132 Future Volume (veh/h) 126 352 223 51 77 15 51 602 5 118 831 132 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 137 383 242 55 84 16 55 654 5 128 903 143 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, % 2 22222222222 Cap, veh/h 388 503 426 161 503 426 312 2160 17 474 1837 291 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 1314 1870 1585 1000 1870 1585 539 3615 28 775 3073 487 Grp Volume(v), veh/h 137 383 242 55 84 16 55 321 338 128 522 524 Grp Sat Flow(s),veh/h/ln1314 1870 1585 1000 1870 1585 539 1777 1865 775 1777 1783 Q Serve(g_s), s 8.0 16.9 11.9 4.8 3.1 0.7 5.8 8.0 8.0 8.7 15.1 15.1 Cycle Q Clear(g_c), s 11.1 16.9 11.9 21.8 3.1 0.7 20.9 8.0 8.0 16.7 15.1 15.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.01 1.00 0.27 Lane Grp Cap(c), veh/h 388 503 426 161 503 426 312 1062 1115 474 1062 1066 V/C Ratio(X) 0.35 0.76 0.57 0.34 0.17 0.04 0.18 0.30 0.30 0.27 0.49 0.49 Avail Cap(c_a), veh/h 531 707 599 270 707 599 312 1062 1115 474 1062 1066 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/veh29.4 30.2 28.4 40.2 25.2 24.3 16.3 8.9 8.9 13.0 10.3 10.3 Incr Delay (d2), s/veh 0.5 3.1 1.2 1.3 0.2 0.0 1.2 0.7 0.7 1.4 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/ln2.5 7.8 4.5 1.2 1.4 0.3 0.8 3.0 3.2 1.6 5.8 5.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.0 33.4 29.6 41.5 25.3 24.3 17.5 9.6 9.6 14.4 11.9 11.9 LnGrp LOS C CCDCC BAABBB Approach Vol, veh/h 762 155 714 1174 Approach Delay, s/veh 31.6 31.0 10.2 12.2 Approach LOS C C B B Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 59.8 30.2 59.8 30.2 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 44.0 34.0 44.0 34.0 Max Q Clear Time (g_c+I1), s 22.9 18.9 18.7 23.8 Green Ext Time (p_c), s 4.7 3.3 9.0 0.5 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B Renton, WA TIS 2025 Horizon Year Build PM 17: Lind Ave SW & SW 34th St HCM 6th TWSC Synchro 11 Report NV5 Intersection Int Delay, s/veh 312 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 142 133 177 37 30 12 41 508 26 99 1065 26 Future Vol, veh/h 142 133 177 37 30 12 41 508 26 99 1065 26 Conflicting Peds, #/hr 0 00000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 200 - - 175 - - 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, % 2 22222222222 Mvmt Flow 154 145 192 40 33 13 45 552 28 108 1158 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1771 2058 593 1524 2058 290 1186 0 0 580 0 0 Stage 1 1388 1388 - 656 656 ------- Stage 2 383 670 - 868 1402 ------- Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 ------- Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver ~ 53 ~ 54 449 81 54 707 585 - - 990 - - Stage 1 ~ 150 208 - 421 460 ------- Stage 2 611 454 - 314 205 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 18 ~ 44 449 - 44 707 585 - - 990 - - Mov Cap-2 Maneuver ~ 18 ~ 44 - - 44 ------- Stage 1 ~ 138 185 - 389 425 ------- Stage 2 511 419 - ~ 35 183 ------- Approach EB WB NB SB HCM Control Delay, s$ 1581.6 0.8 0.8 HCM LOS F - Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 585 - - 18 44 128 - 44 75 990 - - HCM Lane V/C Ratio 0.076 - - 8.575 1.643 2.068 - 0.371 0.391 0.109 - - HCM Control Delay (s) 11.7 - -$ 3826.8$ 516.8 $ 563 - 128.8 81 9.1 - - HCM Lane LOS B - - F F F - F F A - - HCM 95th %tile Q(veh) 0.2 - - 19.9 7.3 21.7 - 1.3 1.5 0.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Renton, WA TIS 2025 Horizon Year Build PM 18: Lind Ave SW & SW 41st St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 79 653 260 74 210 60 35 376 52 461 974 84 Future Volume (veh/h) 79 653 260 74 210 60 35 376 52 461 974 84 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 86 710 283 80 228 65 38 409 57 501 1059 91 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, %222222222222 Cap, veh/h 110 606 242 99 654 182 99 627 87 416 1251 107 Arrive On Green 0.06 0.24 0.24 0.06 0.24 0.24 0.02 0.07 0.07 0.23 0.38 0.38 Sat Flow, veh/h 1781 2481 989 1781 2745 764 1781 3135 434 1781 3312 284 Grp Volume(v), veh/h 86 509 484 80 146 147 38 231 235 501 568 582 Grp Sat Flow(s),veh/h/ln 1781 1777 1692 1781 1777 1733 1781 1777 1792 1781 1777 1819 Q Serve(g_s), s 4.3 22.0 22.0 4.0 6.1 6.4 1.9 11.4 11.5 21.0 26.3 26.3 Cycle Q Clear(g_c), s 4.3 22.0 22.0 4.0 6.1 6.4 1.9 11.4 11.5 21.0 26.3 26.3 Prop In Lane 1.00 0.58 1.00 0.44 1.00 0.24 1.00 0.16 Lane Grp Cap(c), veh/h 110 434 414 99 423 413 99 355 358 416 671 687 V/C Ratio(X) 0.78 1.17 1.17 0.81 0.34 0.36 0.38 0.65 0.66 1.21 0.85 0.85 Avail Cap(c_a), veh/h 158 434 414 99 423 413 99 355 358 416 671 687 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.46 0.46 0.46 0.24 0.24 0.24 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.6 34.0 34.0 42.0 28.5 28.6 42.7 38.9 39.0 34.5 25.6 25.6 Incr Delay (d2), s/veh 14.3 99.0 99.9 20.0 0.2 0.2 0.6 2.2 2.3 113.2 12.5 12.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 21.1 20.2 2.3 2.6 2.6 0.9 5.6 5.7 21.9 12.9 13.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.9 133.0 133.9 62.1 28.7 28.8 43.2 41.2 41.3 147.7 38.1 37.9 LnGrp LOS E F F E CCDDDFDD Approach Vol, veh/h 1079 373 504 1651 Approach Delay, s/veh 127.2 35.9 41.4 71.3 Approach LOS F D D E Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 27.0 24.0 11.0 28.0 11.0 40.0 11.6 27.4 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 21.0 18.0 5.0 22.0 5.0 34.0 8.0 19.0 Max Q Clear Time (g_c+I1), s 23.0 13.5 6.0 24.0 3.9 28.3 6.3 8.4 Green Ext Time (p_c), s 0.0 1.1 0.0 0.0 0.0 3.4 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 80.2 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year Build PM 19: E Valley Rd & SW 41st St/WA-167 Southbound ramps HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 34 805 188 665 281 60 59 425 465 436 445 27 Future Volume (veh/h) 34 805 188 665 281 60 59 425 465 436 445 27 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 875 204 723 305 65 64 462 505 474 484 29 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, % 2 22222222222 Cap, veh/h 367 701 594 300 560 119 391 701 594 308 1278 76 Arrive On Green 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 1012 1870 1585 1267 1495 319 887 1870 1585 930 3407 204 Grp Volume(v), veh/h 37 875 204 723 0 370 64 462 505 474 252 261 Grp Sat Flow(s),veh/h/ln1012 1870 1585 634 0 1813 887 1870 1585 930 1777 1834 Q Serve(g_s), s 1.4 18.0 4.4 0.0 0.0 7.7 2.7 9.8 14.0 8.2 5.0 5.0 Cycle Q Clear(g_c), s 9.1 18.0 4.4 18.0 0.0 7.7 7.7 9.8 14.0 18.0 5.0 5.0 Prop In Lane 1.00 1.00 1.00 0.18 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 367 701 594 300 0 680 391 701 594 308 666 688 V/C Ratio(X) 0.10 1.25 0.34 2.41 0.00 0.54 0.16 0.66 0.85 1.54 0.38 0.38 Avail Cap(c_a), veh/h 367 701 594 300 0 680 391 701 594 308 666 688 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh15.4 15.0 10.8 24.0 0.0 11.8 13.7 12.5 13.8 21.9 10.9 10.9 Incr Delay (d2), s/veh 0.5 123.1 1.6 644.6 0.0 3.1 0.9 4.8 14.1 258.0 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/ln0.3 30.1 1.5 28.4 0.0 3.1 0.6 4.3 6.4 25.3 1.9 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.9 138.1 12.3 668.6 0.0 14.9 14.6 17.3 27.9 279.9 12.6 12.5 LnGrp LOS B F B F ABBBCFBB Approach Vol, veh/h 1116 1093 1031 987 Approach Delay, s/veh 111.1 447.3 22.3 140.9 Approach LOS F F C F Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 24.0 24.0 24.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 18.0 18.0 18.0 18.0 Max Q Clear Time (g_c+I1), s 16.0 20.0 20.0 20.0 Green Ext Time (p_c), s 1.1 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 183.3 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build PM 20: WA-167 NB & SW 43rd St/S 180th St/SW 43rd St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 424 2346 0 0 1389 361 456 46 464 0 0 0 Future Volume (veh/h) 424 2346 0 0 1389 361 456 46 464 0 0 0 Initial Q (Qb), veh 0 00000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 0 0 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 461 2550 0 0 1510 392 532 0 504 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 20022222 Cap, veh/h 435 2389 0 0 1402 625 930 0 414 Arrive On Green 0.33 0.89 0.00 0.00 0.39 0.39 0.26 0.00 0.26 Sat Flow, veh/h 1781 3647 0 0 3647 1585 3563 0 1585 Grp Volume(v), veh/h 461 2550 0 0 1510 392 532 0 504 Grp Sat Flow(s),veh/h/ln1781 1777 0 0 1777 1585 1781 0 1585 Q Serve(g_s), s 44.0 121.0 0.0 0.0 71.0 35.8 23.3 0.0 47.0 Cycle Q Clear(g_c), s 44.0 121.0 0.0 0.0 71.0 35.8 23.3 0.0 47.0 Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 435 2389 0 0 1402 625 930 0 414 V/C Ratio(X) 1.06 1.07 0.00 0.00 1.08 0.63 0.57 0.00 1.22 Avail Cap(c_a), veh/h 435 2389 0 0 1402 625 930 0 414 HCM Platoon Ratio 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.09 0.09 0.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh60.7 9.5 0.0 0.0 54.5 43.8 57.8 0.0 66.5 Incr Delay (d2), s/veh 32.0 31.4 0.0 0.0 47.8 4.7 2.6 0.0 118.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln23.1 26.8 0.0 0.0 41.0 15.1 11.0 0.0 32.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 92.7 40.9 0.0 0.0 102.3 48.6 60.3 0.0 184.7 LnGrp LOS F F A A F D E A F Approach Vol, veh/h 3011 1902 1036 Approach Delay, s/veh 48.9 91.2 120.8 Approach LOS D F F Timer - Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 127.0 50.0 77.0 53.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 121.0 44.0 71.0 47.0 Max Q Clear Time (g_c+I1), s 123.0 46.0 73.0 49.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 74.9 HCM 6th LOS E Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build PM 21: E Valley Hwy/E Valley Rd & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 72 1658 152 306 1024 428 105 187 499 646 608 75 Future Volume (veh/h) 72 1658 152 306 1024 428 105 187 499 646 608 75 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 78 1802 165 333 1113 465 114 203 542 482 969 82 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, % 2 22222222222 Cap, veh/h 139 1402 625 238 1599 713 218 217 194 386 737 62 Arrive On Green 0.16 0.79 0.79 0.27 0.90 0.90 0.12 0.12 0.12 0.22 0.22 0.22 Sat Flow, veh/h 1781 3554 1585 1781 3554 1585 1781 1777 1585 1781 3401 288 Grp Volume(v), veh/h 78 1802 165 333 1113 465 114 203 542 482 533 518 Grp Sat Flow(s),veh/h/ln1781 1777 1585 1781 1777 1585 1781 1777 1585 1781 1870 1819 Q Serve(g_s), s 7.3 71.0 5.0 24.0 15.1 12.8 10.8 20.4 22.0 39.0 39.0 39.0 Cycle Q Clear(g_c), s 7.3 71.0 5.0 24.0 15.1 12.8 10.8 20.4 22.0 39.0 39.0 39.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.16 Lane Grp Cap(c), veh/h 139 1402 625 238 1599 713 218 217 194 386 405 394 V/C Ratio(X) 0.56 1.29 0.26 1.40 0.70 0.65 0.52 0.93 2.80 1.25 1.31 1.32 Avail Cap(c_a), veh/h 139 1402 625 238 1599 713 218 217 194 386 405 394 HCM Platoon Ratio 2.00 2.00 2.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.33 0.33 0.33 0.09 0.09 0.09 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh73.2 19.0 12.0 66.0 5.7 5.6 74.1 78.3 79.0 70.5 70.5 70.5 Incr Delay (d2), s/veh 1.7 130.4 0.3 183.3 0.2 0.4 2.3 43.2 823.2 114.1 143.3 143.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.3 41.2 1.7 22.1 2.7 2.3 5.1 12.0 53.3 30.1 34.9 33.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 74.9 149.4 12.4 249.3 5.9 6.0 76.4 121.4 902.2 184.6 213.8 214.0 LnGrp LOS E F B F A A E FFFFF Approach Vol, veh/h 2045 1911 859 1533 Approach Delay, s/veh 135.5 48.4 608.1 204.7 Approach LOS F D F F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s30.0 77.0 45.0 20.0 87.0 28.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s24.0 71.0 39.0 14.0 81.0 22.0 Max Q Clear Time (g_c+I1), s26.0 73.0 41.0 9.3 17.1 24.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.1 15.0 0.0 Intersection Summary HCM 6th Ctrl Delay 189.9 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build PM 22: 88th Ave S/Lind Ave SW & SW 43rd St/S 180th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 1376 111 21 1144 233 48 36 30 683 137 259 Future Volume (veh/h) 84 1376 111 21 1144 233 48 36 30 683 137 259 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 91 1496 121 23 1243 253 52 39 33 848 0 282 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, % 2 22222222222 Cap, veh/h 227 1777 143 86 1571 317 178 94 79 950 0 423 Arrive On Green 0.53 0.53 0.53 1.00 1.00 1.00 0.10 0.10 0.10 0.45 0.00 0.45 Sat Flow, veh/h 351 3331 268 313 2947 594 1781 936 792 3563 0 1585 Grp Volume(v), veh/h 91 794 823 23 745 751 52 0 72 848 0 282 Grp Sat Flow(s),veh/h/ln 351 1777 1822 313 1777 1763 1781 0 1728 1781 0 1585 Q Serve(g_s), s 29.4 67.8 69.2 11.1 0.0 0.0 4.9 0.0 7.0 39.4 0.0 25.3 Cycle Q Clear(g_c), s 29.4 67.8 69.2 80.3 0.0 0.0 4.9 0.0 7.0 39.4 0.0 25.3 Prop In Lane 1.00 0.15 1.00 0.34 1.00 0.46 1.00 1.00 Lane Grp Cap(c), veh/h 227 948 972 86 948 941 178 0 173 950 0 423 V/C Ratio(X) 0.40 0.84 0.85 0.27 0.79 0.80 0.29 0.00 0.42 0.89 0.00 0.67 Avail Cap(c_a), veh/h 227 948 972 86 948 941 178 0 173 950 0 423 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 0.67 0.67 0.67 1.00 0.00 1.00 0.55 0.00 0.55 Uniform Delay (d), s/veh26.5 35.4 35.8 29.0 0.0 0.0 75.1 0.0 76.1 47.5 0.0 43.6 Incr Delay (d2), s/veh 5.2 8.7 9.1 1.1 3.0 3.4 4.1 0.0 7.2 7.5 0.0 4.6 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/ln2.8 31.6 33.1 0.8 0.8 0.9 2.5 0.0 3.5 17.1 0.0 9.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.6 44.2 44.8 30.0 3.0 3.4 79.2 0.0 83.3 55.0 0.0 48.2 LnGrp LOS C D D C AAEAFEAD Approach Vol, veh/h 1708 1519 124 1130 Approach Delay, s/veh 43.8 3.6 81.6 53.3 Approach LOS D A F D Timer - Assigned Phs 2468 Phs Duration (G+Y+Rc), s 102.0 54.0 102.0 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 96.0 48.0 96.0 18.0 Max Q Clear Time (g_c+I1), s 71.2 41.4 82.3 9.0 Green Ext Time (p_c), s 15.7 2.6 9.0 0.3 Intersection Summary HCM 6th Ctrl Delay 33.6 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build PM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 216 59 90 36 431 15 630 164 508 860 8 Future Volume (veh/h) 65 216 59 90 36 431 15 630 164 508 860 8 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 235 64 98 39 468 16 685 178 552 935 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, % 2 22222222222 Cap, veh/h 162 270 73 211 25 296 263 709 184 503 1691 16 Arrive On Green 0.05 0.19 0.19 0.06 0.20 0.20 0.02 0.25 0.25 0.23 0.47 0.47 Sat Flow, veh/h 1781 1415 385 1781 123 1480 1781 2792 725 1781 3606 35 Grp Volume(v), veh/h 71 0 299 98 0 507 16 436 427 552 461 483 Grp Sat Flow(s),veh/h/ln1781 0 1801 1781 0 1604 1781 1777 1740 1781 1777 1864 Q Serve(g_s), s 2.9 0.0 14.5 4.0 0.0 18.0 0.6 21.8 21.9 21.0 16.7 16.7 Cycle Q Clear(g_c), s 2.9 0.0 14.5 4.0 0.0 18.0 0.6 21.8 21.9 21.0 16.7 16.7 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 162 0 343 211 0 321 263 451 442 503 833 874 V/C Ratio(X) 0.44 0.00 0.87 0.46 0.00 1.58 0.06 0.97 0.97 1.10 0.55 0.55 Avail Cap(c_a), veh/h 179 0 360 211 0 321 330 451 442 503 833 874 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 0.09 0.09 0.09 Uniform Delay (d), s/veh28.9 0.0 35.4 28.3 0.0 36.0 24.1 33.2 33.2 25.0 17.1 17.1 Incr Delay (d2), s/veh 1.9 0.0 19.5 1.6 0.0 275.7 0.1 34.7 35.4 47.5 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 0.0 8.1 1.7 0.0 31.4 0.3 13.5 13.3 15.0 6.5 6.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.8 0.0 54.8 29.9 0.0 311.7 24.1 67.9 68.6 72.5 17.4 17.4 LnGrp LOS C A D C A F C E E F B B Approach Vol, veh/h 370 605 879 1496 Approach Delay, s/veh 50.2 266.1 67.4 37.7 Approach LOS D F E D Timer - Assigned Phs 1 2345678 Phs Duration (G+Y+Rc), s27.0 28.8 11.0 23.2 7.6 48.2 10.2 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s21.0 22.0 5.0 18.0 5.0 38.0 5.0 18.0 Max Q Clear Time (g_c+I1), s23.0 23.9 6.0 16.5 2.6 18.7 4.9 20.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.3 0.0 6.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 88.1 HCM 6th LOS F Renton, WA TIS 2025 Horizon Year Build PM 13: WA-167/Rainier Ave S & SW Grady Way/S Grady Way Queues Synchro 11 Report NV5 Lane Group EBL EBT EBR WBL WBT NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 370 1671 1382 916 846 801 740 774 163 1560 454 v/c Ratio 1.11 1.70 1.78 1.85 1.03 1.90 0.63 0.97 0.81 1.49 0.94 Control Delay 112.0 347.3 368.2 427.9 105.1 446.9 54.6 56.4 105.3 272.2 66.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 112.0 347.3 368.2 427.9 105.1 446.9 54.6 56.4 105.3 272.2 66.3 Queue Length 50th (ft) ~493 ~1516 ~2000 ~842 ~559 ~1442 396 540 190 ~929 327 Queue Length 95th (ft) m343 m#1003 m#1215 #979 #700 #1703 479 #996 277 #1024 #556 Internal Link Dist (ft) 841 497 354 750 Turn Bay Length (ft) 302 450 200 400 390 225 Base Capacity (vph) 334 983 778 495 820 422 1167 798 236 1045 484 Starvation Cap Reductn 00000000000 Spillback Cap Reductn 00000000000 Storage Cap Reductn 00000000000 Reduced v/c Ratio 1.11 1.70 1.78 1.85 1.03 1.90 0.63 0.97 0.69 1.49 0.94 Intersection Summary ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Renton, WA TIS 2025 Horizon Year Build AM 2: Lind Ave SW & SW 19th St HCM 6th Roundabout Synchro 11 Report NV5 Intersection Intersection Delay, s/veh 7.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 2222 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 165 168 625 850 Demand Flow Rate, veh/h 168 172 638 867 Vehicles Circulating, veh/h 618 716 126 175 Vehicles Exiting, veh/h 424 47 660 713 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.6 6.2 8.0 7.1 Approach LOS AAAA Lane Left Right Left Right Left Right Left Right Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Lane Util 0.619 0.381 0.512 0.488 0.976 0.024 0.655 0.345 Follow-Up Headway, s 2.535 2.535 2.535 2.535 2.535 2.535 2.535 2.535 Critical Headway, s 4.544 4.544 4.544 4.544 4.544 4.544 4.544 4.544 Entry Flow, veh/h 104 64 88 84 623 15 568 299 Cap Entry Lane, veh/h 809 809 740 740 1266 1266 1211 1211 Entry HV Adj Factor 0.979 0.984 0.980 0.976 0.980 1.000 0.981 0.980 Flow Entry, veh/h 102 63 86 82 610 15 557 293 Cap Entry, veh/h 792 797 725 723 1241 1266 1188 1187 V/C Ratio 0.129 0.079 0.119 0.113 0.492 0.012 0.469 0.247 Control Delay, s/veh 5.9 5.3 6.2 6.2 8.1 2.9 8.0 5.3 LOS AA AA AA AA 95th %tile Queue, veh 0 0 0 0 3 0 3 1 Renton, WA TIS 2025 Horizon Year Build AM 4: Raymond Ave SW & SW 16th St HCM 6th Roundabout Synchro 11 Report NV5 Intersection Intersection Delay, s/veh 6.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 2211 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 788 449 110 23 Demand Flow Rate, veh/h 804 458 112 23 Vehicles Circulating, veh/h 62 126 553 544 Vehicles Exiting, veh/h 505 539 313 40 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 5.9 6.1 6.2 4.8 Approach LOS AAAA Lane Left Right Left Right Left Left Designated Moves LT R LT R LTR LTR Assumed Moves LT R LT R LTR LTR RT Channelized Lane Util 0.673 0.327 0.974 0.026 1.000 1.000 Follow-Up Headway, s 2.535 2.535 2.535 2.535 2.609 2.609 Critical Headway, s 4.544 4.544 4.544 4.544 4.976 4.976 Entry Flow, veh/h 541 263 446 12 112 23 Cap Entry Lane, veh/h 1342 1342 1266 1266 785 792 Entry HV Adj Factor 0.980 0.981 0.980 1.000 0.982 0.999 Flow Entry, veh/h 530 258 437 12 110 23 Cap Entry, veh/h 1315 1317 1241 1266 771 792 V/C Ratio 0.403 0.196 0.352 0.009 0.143 0.029 Control Delay, s/veh 6.6 4.4 6.2 2.9 6.2 4.8 LOS AA AA A A 95th %tile Queue, veh 2 1 2 0 0 0 Renton, WA TIS 2025 Horizon Year Build AM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 588 765 479 163 1056 93 539 509 109 37 439 73 Future Volume (veh/h) 588 765 479 163 1056 93 539 509 109 37 439 73 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 639 832 521 177 1148 101 419 787 118 40 477 79 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, %222222222222 Cap, veh/h 455 1343 599 277 918 81 366 653 98 228 390 64 Arrive On Green 0.26 0.38 0.38 0.16 0.28 0.28 0.34 0.34 0.34 0.13 0.13 0.13 Sat Flow, veh/h 1781 3554 1585 1781 3305 290 1781 3178 477 1781 3054 503 Grp Volume(v), veh/h 639 832 521 177 617 632 419 463 442 40 277 279 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1818 1781 1870 1785 1781 1777 1780 Q Serve(g_s), s 46.0 34.2 54.8 16.8 50.0 50.0 37.0 37.0 37.0 3.6 23.0 23.0 Cycle Q Clear(g_c), s 46.0 34.2 54.8 16.8 50.0 50.0 37.0 37.0 37.0 3.6 23.0 23.0 Prop In Lane 1.00 1.00 1.00 0.16 1.00 0.27 1.00 0.28 Lane Grp Cap(c), veh/h 455 1343 599 277 494 505 366 384 367 228 227 227 V/C Ratio(X) 1.40 0.62 0.87 0.64 1.25 1.25 1.14 1.20 1.20 0.18 1.22 1.23 Avail Cap(c_a), veh/h 455 1343 599 277 494 505 366 384 367 228 227 227 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.78 0.78 0.78 0.68 0.68 0.68 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.0 45.5 51.9 71.3 65.0 65.0 59.1 59.1 59.1 70.0 78.5 78.5 Incr Delay (d2), s/veh 194.5 2.2 15.8 3.8 125.0 125.9 85.2 108.0 108.8 0.4 131.2 135.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 45.4 15.6 24.4 8.0 39.7 40.7 24.1 27.7 26.5 1.7 18.8 19.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 261.5 47.7 67.7 75.1 190.0 190.9 144.3 167.1 167.9 70.4 209.7 213.8 LnGrp LOS F D E E FFFFFEFF Approach Vol, veh/h 1992 1426 1324 596 Approach Delay, s/veh 121.5 176.1 160.1 202.3 Approach LOS FFFF Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 34.0 74.0 29.0 52.0 56.0 43.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 28.0 68.0 23.0 46.0 50.0 37.0 Max Q Clear Time (g_c+I1), s 18.8 56.8 25.0 48.0 52.0 39.0 Green Ext Time (p_c), s 0.3 5.7 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 154.7 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build AM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 21 9 73 92 282 77 799 134 451 530 106 Future Volume (veh/h) 6 21 9 73 92 282 77 799 134 451 530 106 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 7 23 10 79 100 307 84 868 146 490 576 115 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, %222222222222 Cap, veh/h 49 124 317 58 47 630 470 1225 206 523 1628 324 Arrive On Green 0.20 0.20 0.20 0.20 0.20 0.20 0.05 0.40 0.40 0.33 0.92 0.92 Sat Flow, veh/h 0 620 1585 0 237 1585 1781 3043 512 1781 2953 588 Grp Volume(v), veh/h 30 0 10 179 0 307 84 507 507 490 346 345 Grp Sat Flow(s),veh/h/ln 620 0 1585 237 0 1585 1781 1777 1778 1781 1777 1765 Q Serve(g_s), s 0.0 0.0 0.5 0.0 0.0 13.0 2.4 21.5 21.5 14.7 2.1 2.1 Cycle Q Clear(g_c), s 18.0 0.0 0.5 18.0 0.0 13.0 2.4 21.5 21.5 14.7 2.1 2.1 Prop In Lane 0.23 1.00 0.44 1.00 1.00 0.29 1.00 0.33 Lane Grp Cap(c), veh/h 173 0 317 105 0 630 470 715 716 523 979 973 V/C Ratio(X) 0.17 0.00 0.03 1.70 0.00 0.49 0.18 0.71 0.71 0.94 0.35 0.35 Avail Cap(c_a), veh/h 173 0 317 105 0 630 482 715 716 666 979 973 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Uniform Delay (d), s/veh 30.1 0.0 29.0 37.4 0.0 20.3 14.2 22.5 22.5 13.3 1.7 1.7 Incr Delay (d2), s/veh 0.5 0.0 0.0 354.2 0.0 0.6 0.2 5.9 5.9 7.7 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 0.0 0.2 12.6 0.0 4.6 1.0 9.5 9.6 4.6 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.5 0.0 29.0 391.6 0.0 20.8 14.4 28.3 28.3 21.0 2.0 2.0 LnGrp LOS C A C F A C B C C C A A Approach Vol, veh/h 40 486 1098 1181 Approach Delay, s/veh 30.2 157.4 27.3 9.9 Approach LOS C F C A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 23.8 42.2 24.0 10.4 55.6 24.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 25.0 29.0 18.0 5.0 49.0 18.0 Max Q Clear Time (g_c+I1), s 16.7 23.5 20.0 4.4 4.1 20.0 Green Ext Time (p_c), s 1.1 2.9 0.0 0.0 4.8 0.0 Intersection Summary HCM 6th Ctrl Delay 42.6 HCM 6th LOS D Renton, WA TIS 2025 Horizon Year Build PM 2: Lind Ave SW & SW 19th St HCM 6th Roundabout Synchro 11 Report NV5 Intersection Intersection Delay, s/veh 12.4 Intersection LOS B Approach EB WB NB SB Entry Lanes 2222 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 415 73 840 776 Demand Flow Rate, veh/h 423 74 857 791 Vehicles Circulating, veh/h 787 1064 324 55 Vehicles Exiting, veh/h 59 117 886 1083 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 9.4 7.7 17.4 8.9 Approach LOS A A C A Lane Left Right Left Right Left Right Left Right Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Lane Util 0.598 0.402 0.351 0.649 0.954 0.046 0.973 0.027 Follow-Up Headway, s 2.535 2.535 2.535 2.535 2.535 2.535 2.535 2.535 Critical Headway, s 4.544 4.544 4.544 4.544 4.544 4.544 4.544 4.544 Entry Flow, veh/h 253 170 26 48 818 39 770 21 Cap Entry Lane, veh/h 694 694 539 539 1057 1057 1351 1351 Entry HV Adj Factor 0.980 0.982 0.993 0.979 0.980 0.974 0.981 1.000 Flow Entry, veh/h 248 167 26 47 802 38 755 21 Cap Entry, veh/h 680 682 536 528 1036 1030 1325 1351 V/C Ratio 0.365 0.245 0.048 0.089 0.774 0.037 0.570 0.016 Control Delay, s/veh 10.1 8.2 7.3 7.9 18.1 3.8 9.1 2.8 LOS BA AA CA AA 95th %tile Queue, veh 2 1 0 0 8 0 4 0 Renton, WA TIS 2025 Horizon Year Build PM 4: Raymond Ave SW & SW 16th St HCM 6th Roundabout Synchro 11 Report NV5 Intersection Intersection Delay, s/veh 10.7 Intersection LOS B Approach EB WB NB SB Entry Lanes 2211 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 1069 561 117 23 Demand Flow Rate, veh/h 1090 572 119 23 Vehicles Circulating, veh/h 26 133 1031 652 Vehicles Exiting, veh/h 649 1017 85 53 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 12.6 7.2 11.3 5.4 Approach LOS BABA Lane Left Right Left Right Left Left Designated Moves LT R LT R LTR LTR Assumed Moves LT R LT R LTR LTR RT Channelized Lane Util 0.934 0.066 0.965 0.035 1.000 1.000 Follow-Up Headway, s 2.535 2.535 2.535 2.535 2.609 2.609 Critical Headway, s 4.544 4.544 4.544 4.544 4.976 4.976 Entry Flow, veh/h 1018 72 552 20 119 23 Cap Entry Lane, veh/h 1387 1387 1258 1258 482 710 Entry HV Adj Factor 0.980 0.986 0.981 1.000 0.983 0.998 Flow Entry, veh/h 998 71 541 20 117 23 Cap Entry, veh/h 1359 1368 1234 1258 474 708 V/C Ratio 0.734 0.052 0.439 0.016 0.247 0.032 Control Delay, s/veh 13.2 3.0 7.4 3.0 11.3 5.4 LOS BA AA B A 95th %tile Queue, veh 7 0 2 0 1 0 Renton, WA TIS 2025 Horizon Year Build PM 5: Oakesdale Ave SW & SW Grady Way HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 214 1784 625 141 1369 75 660 352 232 124 743 610 Future Volume (veh/h) 214 1784 625 141 1369 75 660 352 232 124 743 610 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 233 1939 679 153 1488 82 451 756 252 135 808 663 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, %222222222222 Cap, veh/h 139 1264 564 109 1161 64 336 507 169 465 492 390 Arrive On Green 0.08 0.36 0.36 0.12 0.68 0.68 0.32 0.32 0.32 0.26 0.26 0.26 Sat Flow, veh/h 1781 3554 1585 1781 3425 188 1781 2685 895 1781 1886 1493 Grp Volume(v), veh/h 233 1939 679 153 769 801 451 527 481 135 760 711 Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 1837 1781 1870 1709 1781 1777 1602 Q Serve(g_s), s 14.0 64.0 64.0 11.0 61.0 61.0 34.0 34.0 34.0 10.9 47.0 47.0 Cycle Q Clear(g_c), s 14.0 64.0 64.0 11.0 61.0 61.0 34.0 34.0 34.0 10.9 47.0 47.0 Prop In Lane 1.00 1.00 1.00 0.10 1.00 0.52 1.00 0.93 Lane Grp Cap(c), veh/h 139 1264 564 109 602 622 336 353 323 465 464 418 V/C Ratio(X) 1.68 1.53 1.20 1.41 1.28 1.29 1.34 1.49 1.49 0.29 1.64 1.70 Avail Cap(c_a), veh/h 139 1264 564 109 602 622 336 353 323 465 464 418 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.67 1.67 1.67 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.71 0.71 0.71 0.64 0.64 0.64 1.00 1.00 1.00 Uniform Delay (d), s/veh 83.0 58.0 58.0 79.0 29.0 29.0 61.6 61.6 61.6 53.2 66.5 66.5 Incr Delay (d2), s/veh 336.1 244.6 108.2 216.7 134.1 137.5 165.6 230.3 231.2 0.3 296.4 325.6 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 19.4 71.7 42.6 11.3 41.7 43.7 29.9 37.8 34.6 5.0 59.6 57.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 419.1 302.6 166.2 295.7 163.1 166.5 227.3 291.9 292.9 53.5 362.9 392.1 LnGrp LOS FFFFFFFFFDFF Approach Vol, veh/h 2851 1723 1459 1606 Approach Delay, s/veh 279.6 176.5 272.2 349.8 Approach LOS FFFF Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 17.0 70.0 53.0 20.0 67.0 40.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 11.0 64.0 47.0 14.0 61.0 34.0 Max Q Clear Time (g_c+I1), s 13.0 66.0 49.0 16.0 63.0 36.0 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 269.7 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. Renton, WA TIS 2025 Horizon Year Build PM 23: Oakesdale Ave SW & SW 16th St HCM 6th Signalized Intersection Summary Synchro 11 Report NV5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 216 59 90 36 431 15 630 164 508 860 8 Future Volume (veh/h) 65 216 59 90 36 431 15 630 164 508 860 8 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 71 235 64 98 39 468 16 685 178 552 935 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, %222222222222 Cap, veh/h 127 331 370 226 79 771 299 876 227 588 1977 19 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.02 0.31 0.31 0.51 1.00 1.00 Sat Flow, veh/h 334 1420 1585 677 340 1585 1781 2792 725 1781 3606 35 Grp Volume(v), veh/h 306 0 64 137 0 468 16 436 427 552 461 483 Grp Sat Flow(s),veh/h/ln 1754 0 1585 1017 0 1585 1781 1777 1740 1781 1777 1864 Q Serve(g_s), s 2.1 0.0 2.9 0.0 0.0 19.4 0.5 20.1 20.1 19.9 0.0 0.0 Cycle Q Clear(g_c), s 14.4 0.0 2.9 12.3 0.0 19.4 0.5 20.1 20.1 19.9 0.0 0.0 Prop In Lane 0.23 1.00 0.72 1.00 1.00 0.42 1.00 0.02 Lane Grp Cap(c), veh/h 458 0 370 306 0 771 299 558 546 588 974 1022 V/C Ratio(X) 0.67 0.00 0.17 0.45 0.00 0.61 0.05 0.78 0.78 0.94 0.47 0.47 Avail Cap(c_a), veh/h 458 0 370 306 0 771 365 558 546 653 974 1022 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.09 0.09 0.09 Uniform Delay (d), s/veh 31.9 0.0 27.6 30.8 0.0 16.9 20.3 28.1 28.1 10.7 0.0 0.0 Incr Delay (d2), s/veh 3.7 0.0 0.2 1.0 0.0 1.4 0.1 10.5 10.7 2.9 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 6.5 0.0 1.1 2.7 0.0 6.9 0.2 9.9 9.7 3.8 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.6 0.0 27.8 31.8 0.0 18.2 20.3 38.5 38.8 13.5 0.1 0.1 LnGrp LOS D A C C A B C D D B A A Approach Vol, veh/h 370 605 879 1496 Approach Delay, s/veh 34.2 21.3 38.3 5.1 Approach LOS C C D A Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 28.8 34.2 27.0 7.6 55.4 27.0 Change Period (Y+Rc), s 6.0 6.0 6.0 6.0 6.0 6.0 Max Green Setting (Gmax), s 26.0 25.0 21.0 5.0 46.0 21.0 Max Q Clear Time (g_c+I1), s 21.9 22.1 16.4 2.5 2.0 21.4 Green Ext Time (p_c), s 0.8 1.5 0.8 0.0 7.5 0.0 Intersection Summary HCM 6th Ctrl Delay 20.0 HCM 6th LOS B E Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA APPENDIX E – TRIP GENERATION DATA In Out Total 00:00 2 0 2 01:00 0 1 1 02:00 0 1 1 03:00 86 70 156 04:00 141 141 282 05:00 171 171 342 06:00 213 171 384 07:00 171 170 341 08:00 42 56 98 09:00 59 45 104 10:00 44 87 131 11:00 34 33 67 12:00 73 73 146 13:00 96 75 171 14:00 74 73 147 15:00 79 93 172 16:00 102 78 180 17:00 78 80 158 18:00 78 101 179 19:00 20 20 40 20:00 0 0 0 21:00 0 1 1 22:00 1 23 24 23:00 1 2 3 1,565 1,565 3,129 Total Average Weekday F Traffic Impact Study for Distribution Facility 1905 Raymond Avenue SW, Renton, WA APPENDIX F – SIGNAL WARRANT ANALYSIS Lind Avenue SW and SW 19th St2019 Raw Turning Movement CountLeftThruRightLeftThruRightLeftThruRightLeftThruRight7:00 AM15 0 6 43 6 76 116 375 9 15 278 98 1,037 8.5%8:00 AM21 8 6 38 28 63 23 404 11 17 412 219 1,250 10.2%9:00 AM13 8 13 9 6 52 26 398 7 19 266 81 898 7.3%10:00 AM20 9 14 12 6 33 9 271 3 24 207 31 639 5.2%11:00 AM46 10 6 12 4 26 15 340 5 15 234 27 740 6.0%12:00 PM45 6 39 8 19 18 9 399 4 33 308 47 935 7.6%1:00 PM33 10 14 5 7 22 15 382 14 30 275 43 850 6.9%2:00 PM43 5 35 5 6 22 12 459 14 34 323 8 966 7.9%3:00 PM102 10 67 7 5 25 6 588 21 48 404 13 1,296 10.6%4:00 PM163 5 109 13 7 36 0 597 29 54 528 12 1,553 12.7%5:00 PM141 5 30 25 4 48 9 593 38 70 368 5 1,336 10.9%6:00 PM24 10 35 17 0 63 69 271 26 72 178 4 769 6.3%TOTAL 12,2692021 ADJUSTED Turning Movement CountLeftThruRightLeftThruRightLeftThruRightLeftThruRightadj. factor7:00 AM16 0 7 46 7 81 124 398 10 16 295 1041.06098:00 AM23 9 7 41 30 67 25 429 12 19 438 2331.06099:00 AM14 9 14 10 7 56 28 423 8 21 283 861.060910:00 AM22 10 15 13 7 36 10 288 4 26 220 331.060911:00 AM49 11 7 13 5 28 16 361 6 16 249 291.060912:00 PM48 7 42 9 21 20 10 424 5 36 327 501.06091:00 PM36 11 15 6 8 24 16 406 15 32 292 461.06092:00 PM46 6 38 6 7 24 13 487 15 37 343 91.06093:00 PM109 11 72 8 6 27 7 624 23 51 429 141.06094:00 PM173 6 116 14 8 39 0 634 31 58 561 131.06095:00 PM150 6 32 27 5 51 10 630 41 75 391 61.06096:00 PM26 11 38 19 0 67 74 288 28 77 189 51.0609Hourly %TimeSW 19th StSW 19th StLind Ave SWLind Ave SWEastboundWestboundNorthboundSouthboundTotalTimeSW 19th StSW 19th StLind Ave SWLind Ave SWEastboundWestboundNorthboundSouthbound Lind Avenue SW and SW 19th StProject Generated TripsLeftThruRightLeftThruRightLeftThruRightLeftThruRight7:00 AM60 51 51 98:00 AM15 13 13 29:00 AM21 18 18 310:00 AM15 13 13 211:00 AM12 10 10 212:00 PM26 22 22 41:00 PM34 29 29 52:00 PM26 22 22 43:00 PM28 24 24 44:00 PM27 23 25 45:00 PM27 23 23 46:00 PM27 23 23 4Hourly Dist. (%)TimeSW 19th StSW 19th StLind Ave SWLind Ave SWEastboundWestboundNorthboundSouthbound Lind Avenue SW and SW 19th StWarrant VolumesTraffic Counts - All VehiclesLeft Thru Right Left Thru Right Left Thru Right Left Thru Right7:00 AM76 0 58 46 7 81 175 398 10 16 295 1138:00 AM38 9 20 41 30 67 38 429 12 19 438 2359:00 AM35 9 32 10 7 56 46 423 8 21 283 8910:00 AM37 10 28 13 7 36 23 288 4 26 220 3511:00 AM61 11 17 13 5 28 26 361 6 16 249 3112:00 PM74 7 64 9 21 20 32 424 5 36 327 541:00 PM70 11 44 6 8 24 45 406 15 32 292 512:00 PM72 6 60 6 7 24 35 487 15 37 343 133:00 PM137 11 96 8 6 27 31 624 23 51 429 184:00 PM200 6 139 14 8 39 25 634 31 58 561 175:00 PM177 6 55 27 5 51 33 630 41 75 391 106:00 PM53 11 61 19 0 67 97 288 28 77 189 9Time PeriodEastboundWestboundNorthboundSouthboundSW 19th StSW 19th StLind Ave SWLind Ave SW Traffic Signal Warrant Analysis forLind Avenue SW and SW 19th Street‐ Right Turns Included2025 Build ConditionsLind Ave SW SW 19th StYes Yes WARRANTHOUR OF DAYMAIN STREET VOLUMEMINOR STREET VOLUMEWARRANT 1AWARRANT 1B WARRANT 23A 3B7:00 1007 134 MAIN BOTH YES8:00 1171 138 MAIN BOTH YES YES9:00 870 76 MAIN SIDE10:00 596 75 SIDE11:00 689 89 MAIN SIDE12:00 878 145 MAIN SIDE YES13:00 841 125 MAIN SIDE YES14:00 930 138 MAIN BOTH YES15:00 1176 244 BOTH BOTH YES YES YES16:00 1326 345 BOTH BOTH YES YES YES17:00 1180 238 BOTH BOTH YES YES YES18:00 688 125 MAIN SIDEREQUIRED VOLUMES:MAIN STREET 600 900SIDE STREET 150 75HOURS REQUIRED 8 8 4 1 1HOURS MET 3 6 4 8 3NO. OF LANES:MAIN STREET (1 or 2) 2SIDE STREET (1 or 2) 1NO. OF APPROACHES (3 or 4) 4DOES MAIN STREET SPEED EXCEED 40 MPH, Y or N ? n Traffic Signal Warrant Analysis forLind Avenue SW and SW 19th Street‐ Right Turns Excluded2025 Build ConditionsLind Ave SW SW 19th StYes No WARRANTHOUR OF DAYMAIN STREET VOLUMEMINOR STREET VOLUMEWARRANT 1AWARRANT 1B WARRANT 23A 3B7:00 1007 76 MAIN BOTH8:00 1171 71 MAIN MAIN9:00 870 44 MAIN10:00 596 4711:00 689 72 MAIN12:00 878 81 MAIN SIDE13:00 841 81 MAIN SIDE14:00 930 78 MAIN BOTH15:00 1176 148 MAIN BOTH YES YES16:00 1326 206 BOTH BOTH YES YES YES17:00 1180 183 BOTH BOTH YES YES18:00 688 64 MAINREQUIRED VOLUMES:MAIN STREET 600 900SIDE STREET 150 75HOURS REQUIRED 8 8 4 1 1HOURS MET 2 5 3 3 1NO. OF LANES:MAIN STREET (1 or 2) 2SIDE STREET (1 or 2) 1NO. OF APPROACHES (3 or 4) 4DOES MAIN STREET SPEED EXCEED 40 MPH, Y or N ? n Delivering Solutions Improving Lives