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CivTech12720 East Nora Avenue, Suite D • Spokane Valley, Washington 99216 • 509.236.0800 RENTON MARKETTraffic Impact AnalysisOctober 2024 CivTech Project No. 24-0640 North of 3rd Street and East of Logan Avenue in Renton, Washington Prepared for: City of Renton 1055 South Grady Way Renton, Washington 98057 For Submittal to: City of Renton RENTON MARKET TRAFFIC IMPACT ANALYSIS NORTH OF 3RD STREET AND EAST OF LOGAN AVENUE IN RENTON, WASHINGTON Prepared for: City of Renton 1055 South Grady Way Renton, Washington 98057 For Submittal to: City of Renton CivTech Inc. 12720 East Nora Avenue Suite D Spokane Valley, Washington 99216 Office: 602-290-3016 info@civtech.com OCTOBER 2024 CIVTECH PROJECT NO. 24-0640 Renton Market – Renton, Washington Traffic Impact Analysis i October 2024 TABLE OF CONTENTS EXECUTIVE SUMMARY ....................................................................................................... 1 INTRODUCTION ................................................................................................................. 3 Study Requirements ............................................................................................................. 3 Study Area ........................................................................................................................... 3 Horizon Years ....................................................................................................................... 4 EXISTING CONDITIONS .................................................................................................... 6 Land Use ............................................................................................................................. 6 Surrounding Land Use .......................................................................................................... 6 Roadway Network ................................................................................................................ 6 Intersection Configuration ..................................................................................................... 7 Traffic Volumes .................................................................................................................... 8 Capacity Analysis ................................................................................................................ 11 Crash History ..................................................................................................................... 13 Future Roadway Improvements ........................................................................................... 13 PROPOSED DEVELOPMENT .............................................................................................. 14 Site Location ...................................................................................................................... 14 Site Density/Intensity ......................................................................................................... 14 Site Access ......................................................................................................................... 14 Trip Generation .................................................................................................................. 16 Vehicle Trip Distribution and Assignment ............................................................................. 17 Future Background Traffic ................................................................................................... 20 Total Traffic ....................................................................................................................... 20 TRAFFIC AND IMPROVEMENT ANALYSIS ........................................................................ 25 Turn Lane Warranting Analysis ............................................................................................ 25 Projected Capacity Analysis ................................................................................................. 26 Queue Length Analysis ....................................................................................................... 27 Sight Distance Analysis ....................................................................................................... 30 CONCLUSIONS ................................................................................................................. 31 LIST OF REFERENCES TECHNICAL APPENDICES Renton Market – Renton, Washington Traffic Impact Analysis ii October 2024 LIST OF TABLES Table 1 – Intersection Level of Service Criteria .............................................................. 11 Table 2 – Existing Peak Hour Levels of Service ............................................................... 12 Table 3 – Intersection Crash Data Summary .................................................................. 13 Table 4 – Trip Generation ................................................................................................ 16 Table 5 – Site Trip Distribution ........................................................................................ 17 Table 6 – Right-turn Deceleration Lane Warranting Criteria .......................................... 25 Table 7 – Left-turn Deceleration Lane Warranting Criteria ............................................ 25 Table 8 – Peak Hour Levels of Service ............................................................................. 26 Table 9 – Queue Storage Lengths ................................................................................... 28 Table 10 – AASHTO Sight Distance Requirements .......................................................... 30 LIST OF FIGURES Figure 1 – Vicinity Map ...................................................................................................... 5 Figure 2 – Existing Lane Configurations and Stop Controls .............................................. 9 Figure 3 – Existing Peak Hour Traffic Volumes ............................................................... 10 Figure 4 – Site Plan and Access ....................................................................................... 15 Figure 5 – Trip Distribution ............................................................................................. 18 Figure 6 – Site Generated Traffic Volumes ...................................................................... 19 Figure 7 – 2026 Background Traffic Volumes ................................................................. 21 Figure 8 – 2031 Background Traffic Volumes ................................................................. 22 Figure 9 – 2026 Total Traffic Volumes ............................................................................ 23 Figure 10 – 2031 Total Traffic Volumes .......................................................................... 24 Figure 11 – Proposed Lane Configurations and Traffic Control ...................................... 29 Renton Market – Renton, Washington Traffic Impact Analysis 1 October 2024 EXECUTIVE SUMMARY The City of Renton proposes the renovation of the Renton Market located north of 3rd Street and east of Logan. Renton Market will be renovated to include 12 new vendor stalls and one new tenant on the east side of the building utilized as a sit-down restaurant. Access to the site will be from two (2) access points in a parking garage along 2nd street, one (1) access point along Logan Avenue and parking will be provided along the streets of 3rd Street and Burnett Avenue. CivTech, Inc. has been retained by the City of Renton to perform the traffic impact study for the proposed development. The purpose of this assessment is to address the traffic and transportation impacts of the proposed development on the surrounding streets and intersections. The following conclusions and recommendations have been documented in this study: GENERAL The proposed development is anticipated to generate 628 weekday daily trips, 35 (19 in/16 out) trips during the AM peak hour, and 105 (60 in/ 58 out) trips during the PM peak hour. The distribution for LUC 926 Food Cart Pods as assumed to be equal to LUC 930 Fast Casual Restaurant since they share similar traits and are within the same facility. The 12 new vendor stalls are anticipated to generate more trips than the two tenants on the east and west since there will be more vendors to go to that serve different items/goods therefore, more people will likely be going to the Renton Marketplace for the one of the 12 vendors rather than the two tenants on the east and west. EXISTING The results of the existing conditions analysis summarized in Table 2 indicate that all study intersections operate with acceptable levels of service (LOS D or better). OPENING YEAR (2026) The results of the Synchro analysis summarized in Table 8 indicate that all study intersections operate with overall acceptable levels of service (LOS D or better). 2031 HORIZON YEAR The results of the Synchro analysis summarized in Table 8 indicate that all study intersections operate with overall acceptable levels of service (LOS D or better). RIGHT-TURN DECELERATION LANES According to WSDOT standards, due to the low current and expected future traffic volumes and the low-speed limit on Logan Avenue, the right-turn lane warrant criteria is not met for the intersection. Renton Market – Renton, Washington Traffic Impact Analysis 2 October 2024 LEFT-TURN DECELERATION LANES According to WSDOT standards, due to the low current and expected future traffic volumes and low-speed limit on Logan Avenue, the right-turn lane warrant criteria is not met for the intersection. QUEUE STORAGE The recommended storage lengths are provided for study horizon year 2031 using the total traffic projections. SIGHT DISTANCE Sight visibility should be provided at all driveways according to the distances shown in Table 10. All vegetation and trees should be maintained to allow unobstructed sight distance. Renton Market – Renton, Washington Traffic Impact Analysis 3 October 2024 INTRODUCTION The City of Renton proposes the renovation of the Renton Market located north of 3rd Street and east of Logan Avenue. The Pavilion Center will be renovated to include 12 new vendor stalls and one new tenant on the east side of the building utilized as a sit restaurant. Access to the site will be from two (2) access points in a parking garage along 2nd street, one (1) access point along Logan Avenue and parking will be provided along the streets of 3rd Street and Burnett Avenue. The vicinity of the site is provided in Figure 1. CivTech, Inc. has been retained by the City of Renton the traffic impact analysis (TIA) for the proposed development. The purpose of this assessment is to address the traffic and transportation impacts of the proposed development on the surrounding streets and intersections. A TIA is an investigation of existing and projected future traffic conditions in a predetermined local area relative to a specific proposed development, an area typically defined by the jurisdiction(s) responsible for roadways that provide access to the site. STUDY REQUIREMENTS This study analyzes the traffic impact due to the proposed renovation on the Renton Market on the surrounding street network. The study has been prepared in conformance with the City of Renton Permit Services Policy Guidelines for Traffic Impact Analysis for New Development. The proposed development is anticipated to generate less than 500 trips during the highest peak hour; therefore, a Category I TIA was prepared herein. The specific objectives of the study are: To determine whether the planned street system in the vicinity of the site is adequate to accommodate the increased traffic that results from the proposed development. To recommend additional street improvements or traffic control devices, where necessary, to mitigate the additional site-generated traffic; and, Evaluate the internal site circulation and provide recommendations if necessary. STUDY AREA The study area has been defined as including the following intersections: City Center Parking Egress and 2nd Street City Center Parking Ingress and 2nd Street Logan Avenue and 2nd Street Logan Avenue and Renton Market Driveway Logan Avenue and Driveway of 3rd Street Logan Avenue/Smithers Avenue/3rd Street Burnett Avenue and 2nd Street Burnett Avenue and 3rd Street Renton Market – Renton, Washington Traffic Impact Analysis 4 October 2024 HORIZON YEARS The Renton Market renovation is expected to open during 2026. The study years will include the existing year 2024, the Phase 1 opening year assumed to be 2026 and a horizon year 5-years after buildout 2031. The study intersections and the site accesses will be analyzed for the AM and PM peak hours to determine the recommended intersection lane configuration, intersection stop control, turn lane storage requirements, and roadway typical sections for the development. WASHINGTON KING COUNTY Figure 1: Vicinity Map CivTechRenton Market - Trac Impact Analysis NORTHNTSBurnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y City ofRenton Renton Market – Renton, Washington Traffic Impact Analysis 6 October 2024 EXISTING CONDITIONS LAND USE The existing land is currently used as the Renton Pavilion Events Center where vendors will come and provide goods and services to other pedestrians. SURROUNDING LAND USE Directly surrounding the site are apartment complexes and retail uses. Northwest of the site across 2nd Street is the Renton High School. South of the site across 3rd Street is the Renton Civic Theatre. West of the site across Logan Avenue is the Revo 225 Apartments. East of the site across Burnette Avenue is the Metropolitan Place Apartments. Freeways surrounding the site within two and a half miles include the Interstate 405 (I-405) and the Valley Freeway (SR 167). ROADWAY NETWORK The existing roadway network within the study area includes, 2nd Street, Logan Avenue, Smithers Avenue, 3rd Street, and Burnett Avenue. 2nd Street is a west three (3) lane roadway with three lanes of travel westbound. The roadway begins to the east at Mill Avenue and continues west until it terminates at Rainer Avenue. The posted speed limit is 25 miles-per-hour (mph) within the vicinity of the site. Logan Avenue is a north-south two (2) lane roadway with one lane of travel in each direction. The roadway begins to the north where it converts from Southport Drive and continues south until it terminates at 3rd Street. The posted speed limit is 25 mph within the vicinity of the site. Smithers Avenue is a north-south two (2) lane roadway with one (1) lane of travel one each direction. The roadway begins to the south at 4th street and continues north until it terminates at 3rd Street. There is no posted speed limit within the vicinity of the site. 3rd Street is an east two (2) lane roadway with two lanes of travel eastbound. The roadway begins to the west where it converts from SW Sunset Boulevard and continues east until it converts to the WA-900. The posted speed limit is 25 mph within the vicinity of the site. Burnett Avenue is a north-south two (2) lane roadway with one (1) lane of trav el one each direction. The roadway begins to the south at 7th Street and continues north until it terminates at Tillicum Street. The posted speed limit is 25 mph within the vicinity of the site. Renton Market – Renton, Washington Traffic Impact Analysis 7 October 2024 INTERSECTION CONFIGURATION The unsignalized intersection of City Center Parking Egress and 2nd Street operates as a 3- legged intersection with stop control in the northbound approach. The northbound approach consists of one (1) exclusive left-turn lane. The westbound approach consists of four (4) through lanes. The unsignalized intersection of City Center Parking Ingress and 2nd Street operates as a 3- legged intersection. The westbound approach consists of three (3) through lanes and a shared through/left-turn lanes. The signalized intersection of Logan Avenue and 2nd Street operates as a 4-legged intersection. The northbound approach consists of a shared left/through turn lane. The southbound approach consists of one (1) through lane and one (1) dedicated right-turn lane. The intersection of Logan Avenue and Pavilion Driveway operates as a 3-legged intersection with stop control on the eastbound approach. The northbound approach consists of a shared through/right-turn lane. The southbound approach consists of a shared left/through turn lane. The eastbound approach consists of a shared left/right-turn lane. The intersection of Logan Avenue and Driveway of 3 rd Street operates as a 3-legged intersection with stop control on the westbound approach. The northbound approach consists of one (1) through lane. The southbound approach consists of a shared through/right-turn lane. The westbound approach consists of a dedicated right-turn lane. The signalized intersection of Logan Avenue/Smithers Avenue/3rd Street operates as a 4-legged intersection. The northbound approach consists of a dedicated right-turn lane. The southbound approach consists of an exclusive left-turn lane. The eastbound approach on Smithers Avenue consists of one (1) through lane and a shared through/right-turn lane. The eastbound approach on Logan Avenue consists of one (1) through lane and a shared left/through turn lane. The signalized intersection of Burnett Avenue and 2nd Street operates as a 4-legged intersection. The northbound approach consists of one (1) through lane and one (1) exclusive left-turn lane. The southbound approach consists of one (1) through lane and one (1) dedicated right-turn lane. The westbound approach consists of two (2) through lanes, one shared left/through turn lane and a shared through/right-turn lane. The signalized intersection of Burnett Avenue and 3rd Street as a 4-legged intersection. The northbound approach consists of one (1) through lane and one (1) dedicated right-turn lane. The southbound approach consists of a shared left/through turn lane. The eastbound approach consists of two (2) through lanes, one shared left/through turn lane and one (1) dedicated right-turn lane. The existing intersection lane configurations and traffic control is illustrated in Figure 2. Renton Market – Renton, Washington Traffic Impact Analysis 8 October 2024 TRAFFIC VOLUMES CivTech engaged All Traffic Data Services. to record traffic volumes at eight (8) study intersections within the project vicinity. Peak hour volume turning movement counts were performed from 7:00- 9:00 AM and 4:00-6:00 PM on Tuesday, August 20, 2024. Peak hour turning movement counts were conducted at the following study intersections: City Center Parking Egress and 2nd Street City Center Parking Ingress and 2nd Street Logan Avenue and 2nd Street Logan Avenue and Pavilion Driveway Logan Avenue and Driveway of 3rd Street Logan Avenue/Smithers Avenue/3rd Street Burnett Avenue and 2nd Street Burnett Avenue and 3rd Street The existing traffic volumes observed for this study are presented in Figure 3 for the weekday AM and PM peak hours. Traffic volume data obtained for this study have been included in Appendix B. City CenterParking EgreesCity CenterParking IngreesSITE 2nd St. 3rd St.Logan Ave.Smithers Ave.Burnett Ave.Burnett P l . Pavilion Drwy. Drivewa y 11123 4 15 16 18 7 Figure 2: Existing Lane Configuration and Traffic Control Renton Market - Trac Impact Analysis CivTech Prepared for:City of Renton 1055 South Grady Way Renton, Washington 98057 For Submittal to:City of Renton SPEEDLIMIT20SPEEDLIMIT25SPEEDLIMIT25SPEED LIMIT25 SPEED LIMIT25 SPEED LIMIT25 SPEED LIMIT25 SPEED LIMIT25 SPEEDLIMIT25PARK PARK 1 2 4 5 6 3 7 8 City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pavilion Driveway Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave /3rd St Burnett Ave & 2nd St Burnett Ave & 3rd St NORTHLEGEND Thru or Turning Movement Stop Sign Speed Limit Traffic Signal SPEED LIMIT40 Two-Way Left Turn-Lane Raised Median !"#$%#&'()*+(),-,."+$"0(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%40(225)29(27)0(0)!"#$%0(0)56(0)4(11)!"#$% 0(0)0(0)0(0)0(0)0(0)129(117)0(0)5(9) 0(0)435(654)0(0)416(683)0(0)278(485)0(0)0(0) 0(0)1(0)0(0)16(57)0(0)16(29)0(0)2(0)2(88)0(0)0(1)0(0)0(0)0(0)21(29)59(21)0(0)0(0)66(1)2(0)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pavilion Driveway 6(0)60(0)0(0)!"#$%0(0)0(0)66(0)!"#$%2(11)0(0)0(0)!"#$%21(17)6(16)0(0)!"#$% 1(0)0(0)58(0)0(0)0(0)5(12)0(0)16(14) 0(0)0(0)207(827)0(0)0(0)359(474)0(0)359(474) 5(0)0(0)2(29)0(0)0(0)0(0)0(0)33(52)0(0)63(0)0(0)0(0)5(0)9(17)0(0)0(0)0(0)58(164)16(32)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd Street Burnett Ave & 2nd St 0(0)16(44)23(36)!"#$% 41(112)0(0) 203(606)0(0) 36(127)0(0)0(0)40(68)26(81)Burnett Ave & 3rd St Burnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y 123 4 15 16 18 7 Figure 3: Existing Traffic Volumes Renton Market - Trac Impact Analysis CivTech!"#$%#&'()*+(),-,."+$"0(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%40(225)29(27)0(0)!"#$%0(0)56(0)4(11)!"#$% 0(0)0(0)0(0)0(0)0(0)129(117)0(0)5(9) 0(0)435(654)0(0)416(683)0(0)278(485)0(0)0(0) 0(0)1(0)0(0)16(57)0(0)16(29)0(0)2(0)2(88)0(0)0(1)0(0)0(0)0(0)21(29)59(21)0(0)0(0)66(1)2(0)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pavilion Driveway 6(0)60(0)0(0)!"#$%0(0)0(0)66(0)!"#$%2(11)0(0)0(0)!"#$%21(17)6(16)0(0)!"#$% 1(0)0(0)58(0)0(0)0(0)5(12)0(0)16(14) 0(0)0(0)207(827)0(0)0(0)359(474)0(0)359(474) 5(0)0(0)2(29)0(0)0(0)0(0)0(0)33(52)0(0)63(0)0(0)0(0)5(0)9(17)0(0)0(0)0(0)58(164)16(32)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd Street Burnett Ave & 2nd St 0(0)16(44)23(36)!"#$% 41(112)0(0) 203(606)0(0) 36(127)0(0)0(0)40(68)26(81)Burnett Ave & 3rd St 1 2 4 5 6 7 3 8 Legend XX(XX) - AM(PM) Peak Hour Traffic Volumes NORTH Renton Market – Renton, Washington Traffic Impact Analysis 11 October 2024 CAPACITY ANALYSIS Peak hour capacity analyses have been conducted for the study intersections based on existing intersection configurations and traffic volumes. All intersections have been analyzed using the methodologies presented in the Highway Capacity Manual (HCM), Special Report 209, and using Synchro software, version 12.0 under the HCM 7th edition methodology. The concept of level of service (LOS) uses qualitative measures that characterize operational conditions within the traffic stream. The individual levels of service are described by factors that include speed, travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Six levels of service are defined for each type of facility for which analysis procedures are available. They are given letter designations A through F, with LOS A repr esenting the best operating conditions and LOS F the worst. Each level of service represents a range of operating conditions. Levels of service for intersections are defined within ranges of average control delay per vehicle, the number of seconds a vehicle can expect to wait due to the presence of a traffic control device. Table 1 lists the level of service criteria for signalized and unsignalized intersections, respectively. Synchro 12.0 software calculates the LOS per the HCM 7th edition methodology. The 7th edition HCM documents the signalized LOS calculation methodology which takes into account lane geometry, traffic volumes and cycle length/phasing to compute LOS. Synchro analysis worksheets report individual movement delay/LOS and overall delay/LOS for signalized intersections; unsignalized intersection worksheets report the worst-case delay/LOS and the average overall intersection delay. Results of the existing level of service analyses are shown in Table 2 for both AM and PM peak hours. The existing conditions analysis worksheets have been included in Appendix C. TABLE 1 – INTERSECTION LEVEL OF SERVICE CRITERIA Level of Service Control Delay (sec/veh) Signalized Unsignalized A ≤ 10 ≤ 10 B > 10-20 > 10-15 C > 20-35 > 15-25 D > 35-55 > 25-35 E > 55-80 > 35-50 F > 80 (or v/c>1) > 50 (or v/c>1) Source: Exhibits 19-8, 20-2, 21-8, and 22-8, Highway Capacity Manual, 7th Edition Renton Market – Renton, Washington Traffic Impact Analysis 12 October 2024 TABLE 2 – EXISTING PEAK HOUR LEVELS OF SERVICE ID Intersection Intersection Control Approach/ Movement Existing LOS AM (PM) 1 City Center Parking Egress and 2nd Street 1-way stop (NB) NB Right A (B) 2 City Center Parking Ingress and 2nd Street 1-way stop (NB) WB Shared A (A) 3 Logan Avenue and 2nd Street Signal NB SB WB B (B) B (B) A (B) Overall A (B) 4 Logan Avenue and Pavilion Driveway 1-way stop (WB) SB Shared WB Shared A (A) A (A) 5 Logan Avenue and Driveway of 3rd Street 1-way stop (EB) EB Right A (A) 6 Logan Avenue/Smithers Avenue and 3rd Street Signal NB SB EB C (C) B (A) B (B) Overall B (B) 7 Burnett Avenue and 2nd Street Signal NB SB WB C (C) A (B) C (C) Overall C (C) 7.1 Burnett Place and 2nd Street 1-way stop (SB) SB Right A (A) 8 Burnett Avenue and 3rd Street Signal NB SB EB B (B) B (B) B (B) Overall B (B) The results of the existing conditions analysis summarized in Table 2 indicate that all study intersections operate with acceptable levels of service (LOS D or better). Renton Market – Renton, Washington Traffic Impact Analysis 13 October 2024 CRASH HISTORY Crash data for the study area was obtained from the WSDOT website for the past three (3) years and the portion of the current year that has happened already. In total, there have been 14 incidents within the study area since the beginning of 2021. A majority of these crashes occurred at intersections of Burnett Avenue and 2nd Street within the vicinity of the site. The summary of intersection crash data is presented in Table 3. TABLE 3 – INTERSECTION CRASH DATA SUMMARY Intersection Total Incidents Incidents in each Category 2024 2023 2022 2021 Fatal Suspected Serious Injury Suspected Minor Injury Possible Injury No Apparent Injury City Center Parking Egress and 2nd Street 2 0 0 1 1 0 1 0 1 0 City Center Parking Ingress and 2nd Street 1 0 1 0 0 0 0 0 1 0 Logan Avenue and 2nd Street 2 1 0 1 0 0 0 0 1 1 Logan Avenue and Pavilion Driveway 0 0 0 0 0 0 0 0 0 0 Logan Avenue and Driveway of 3rd Street 0 0 0 0 0 0 0 0 0 0 Logan Avenue/Smithers Avenue/3rd Street 3 1 1 0 1 0 0 1 1 1 Burnett Avenue and 2nd Street 3 1 1 1 0 0 0 0 0 3 Burnett Avenue and 3rd Street 2 0 1 1 0 0 0 1 0 1 Upon reviewing the City of Renton crash data there were no fatalities within the vicinity of the site. There was one suspected minor injury at the intersection of Logan Avenue/Smithers Avenue & 3rd Street and Burnett Avenue & 3rd Street. The highest number of crashes over the four-year period occurred at the intersection of Burnett Avenue & 2nd Street with a total of 3 crashes, less than 1 crash per year. Crash analysis worksheets are included in Appendix D. FUTURE ROADWAY IMPROVEMENTS Upon review of the 2024 – 2029 six-year transportation improvement program from the City of Renton, there are additional improvements proposed by the city within study area. The City of Renton plans to convert the existing 4-lane one way roadway 2nd Street to a roadway with one through lane in each direction between Main Avenue and Rainier Avenue. The conversion is currently partially funded. Renton Market – Renton, Washington Traffic Impact Analysis 14 October 2024 The City of Renton plans to convert the existing 3-lane one way roadway 3 rd Street to a roadway with one through lane in each direction between Main Avenue and Rainier Avenue. This conversion currently does not have any funding. PROPOSED DEVELOPMENT SITE LOCATION The City of Renton proposes the renovation of the Renton Market located north of 3rd Street and east of Logan Avenue. The Pavilion Center will be renovated to include 12 new vendor stalls and one new tenant on the east side of the building utilized as a sit-down restaurant. SITE DENSITY/INTENSITY Renton Market will consist of 12 new vendor stalls and approximately 3,210 KSF of sit-down restaurant. SITE ACCESS There are a total of three (3) existing access points. City Center Parking Egress – is the 2nd Street access into the site. Vehicles will only be allowed to make a left out from the parking garage on to 2nd Street located approximately 80 feet east of Burnett Avenue along 2nd Street. City Center Parking Ingress – is the 2nd Street access into the site. Vehicles will only be allowed to make a right into the parking garage located approximately 200 feet east of Burnett Avenue along 2nd Street. Renton Market Driveway – is a restricted right-in/left in acces s located approximately 285-feet south of 2nd Street of Riggs Road along Logan Avenue. The proposed development site plans is provided in Figure 4 . Figure 4: Site Plan and Access Renton Market - Trac Impact Analysis CivTech 11 19 12 4 NORTHNTS Renton Market – Renton, Washington Traffic Impact Analysis 16 October 2024 TRIP GENERATION The anticipated trip generation is summarized in Table 4. Detailed trip generation calculations are provided in Appendix E. TABLE 4 – TRIP GENERATION Land Use Quantity Units+ ITE ITE Land Use Name AM Distribution PM Distribution Code In Out In Out Renton Market Food Cart Pod 12 Food Carts 926 Food Cart Pod 50% 50% 55% 45% Sit Down Restaurant 3.21 KSF 932 Sit Down Restaurant 55% 45% 61% 39% Land Use ADT AM Peak Hour PM Peak Hour Avg. Rate* Total Avg. Rate* In Out Total Avg. Rate* In Out Total Food Cart Pod 23.7 284 0.35 2 2 4 6.35 42 34 76 Sit Down Restaurant 107.2 344 9.57 17 14 31 9.05 18 11 29 Totals 628 19 16 35 60 45 105 Notes: *Average rate was calculated by dividing total trips generated using regression equation by the number of units. (See below.) + KSF = 1,000 square feet; DUs = Dwelling Units CALCULATIONS (Equations shown only where applicable) Land Use [Units] Daily AM Peak Hour PM Peak Hour Food Cart Pods [12 Food Carts] FC: X*23.7 FC: T = X*0.35 FC: T = 6.98*X - 7.59 Sit Down Restaurant [3.21 KSF] FC: T = X*107.2 FC: T = X*9.57 FC: T = X*9.05 The proposed development is anticipated to generate 628 weekday daily trips, 35 (19 in/16 out) trips during the AM peak hour, and 105 (60 in/ 58 out) trips during the PM peak hour. The distribution for LUC 926 Food Cart Pods as assumed to be equal to LUC 930 Fast Casual Restaurant since they share similar traits and are within the same facility. The 12 new vendor stalls are anticipated to generate more trips than the two tenants on the east and west since there will be more vendors to go to that serve different items/goods therefore, more people will likely be going to the Renton Marketplace for the one of the 12 vendors rather than the two tenants on the east and west. Renton Market – Renton, Washington Traffic Impact Analysis 17 October 2024 VEHICLE TRIP DISTRIBUTION AND ASSIGNMENT A directional distribution pattern was assumed for the Renton Market development. The eight (8) traffic counts that were taken, were used for determining the proposed trip distribution. The resulting trip distribution percentages for the study area are shown in Table 5. TABLE 5 – SITE TRIP DISTRIBUTION Direction (To/From) IN Percentage OUT Percentage North on Burnett Avenue (north of 2nd Street) 2% 2% South on Burnett Avenue (south of 3rd Street) 4% 4% North on Smithers Avenue (north of 4th Street) 2% 2% South on Logan Avenue (south of Tobin Street) 7% 7% East on 3rd Street (east of Burnett Avenue) 0% 44% East on 3rd Street (east of 7th Smithers Avenue) 46% 0% West on 2nd Street (west Burnett Avenue) 39% 0% West of 2nd Street (west of Logan Avenue) 0% 41% Total 100% 100% Figure 5 illustrates the trip distribution percentages noted in Table 5 on the roadway network within the study area. The percentages presented in Figure 5 were applied to the site trips generated to determine the AM and PM peak hour site traffic at the intersections within the study area. Figure 6 presents the resulting site generated traffic for the proposed development. Figure 5: Trip Distribution CivTechRenton Market - Trac Impact Analysis Burnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y In-Bound Trip Distribution Out-Bound Trip Distribution LEGEND NORTH 39% 0% 0% 44%4%4%2%2%0% 46% 41% 0%7%7%2%2%XX% XX% !"#$%$&$'"()$*+,$*-./01,210(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%0(0)1(2)1(3)!"#$% 0(0)0(0)0(0)0(0)0(0)1(3)0(0)0(0) 0(0)18(56)0(0)9(26)0(0)7(18)0(0)0(0) 0(0)0(0)0(0)17(54)0(0)2(4)0(0)0(0)8(24)0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)1(3)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pa vilion Driveway 0(0)1(2)0(0)!"#$%0(0)0(0)1(2)!"#$%0(0)0(0)0(0)!"#$%0(1)0(0)0(0)!"#$% 0(0)0(0)1(3)0(0)0(0)0(0)0(0)0(0) 0(0)0(0)8(25)0(0)0(0)0(0)0(0)9(27) 0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)1(3)0(0)0(0)0(0)0(1)0(0)0(0)0(0)9(28)0(0)0(0)Logan Ave & Drive way of 3rd St Logan Ave/Smithers Ave /3rd St Burnett Pl & 2nd St Burnett Ave & 2nd St 0(0)1(3)6(18)!"#$% 8(26)0(0) 1(2)0(0) 0(0)0(0)0(0)1(2)0(0)Burnett Ave & 3rd St 0(0)0(0)0(0)!"#$% 0(0)0(0) 0(0)0(0) 7(20)0(0)0(0)9(28)0(0)Renton Market Drivewa y & Burnett Ave !"#$%$&$'"()$*+,$*-./01,210(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%0(0)1(2)1(3)!"#$% 0(0)0(0)0(0)0(0)0(0)1(3)0 (0)0 (0) 0(0)18(56)0(0)9(26)0(0)7(18)0 (0)0 (0) 0(0)0(0)0(0)17(54)0(0)2(4)0 (0)0 (0)8(24)0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)0(0)1(3)City Center Parking Eg ress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pavilion Driveway 0(0)1(2)0(0)!"#$%0(0)0(0)1(2)!"#$%0(0)0(0)0(0)!"#$%0(1)0(0)0(0)!"#$% 0(0)0(0)1(3)0(0)0(0)0(0)0 (0)0 (0) 0(0)0(0)8(25)0(0)0(0)0(0)0 (0)9 (27) 0(0)0(0)0(0)0(0)0(0)0(0)0 (0)0 (0)0(0)1(3)0(0)0(0)0(0)0(1)0(0)0(0)0(0)9(28)0(0)0(0)Logan Ave & Driveway of 3 rd St Logan Ave/Smithers Ave/3rd St Bu rnett Pl & 2nd St Burnett Ave & 2nd St 0(0)1(3)6(18)!"#$% 8 (26)0(0) 1(2)0(0) 0(0)0(0)0(0)1(2)0(0)Burnett Ave & 3rd St 0(0)0(0)0(0)!"#$% 0(0)0(0) 0(0)0(0) 7 (20)0(0)0(0)9(28)0(0)Renton Marke t Driveway & Burnett Ave !"#$%$&$'(')$*+,-#./012$3/4$356(78498 Burnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y 123 4 15 16 18 19 7 Figure 6: Site Generated Traffic Volumes Renton Market - Trac Impact Analysis CivTech 1 2 4 5 6 3 8 9 Legend XX(XX) - AM(PM) Peak Hour Traffic Volumes NORTH 7 Renton Market – Renton, Washington Traffic Impact Analysis 20 October 2024 FUTURE BACKGROUND TRAFFIC The City of Renton Traffic Impact Guidelines states that all roadways and intersections should experience a 5% increase in peak hour traffic volumes as a resu lt of a proposed development. CivTech consulted with the client and deemed it was acceptable to use 2 % for the Renton Market development since the area around is already built out and the area is not expecting any other major developments. Therefore, a 2% annual growth rate (1.04 annual expansion factor for 2026, 1.149 for 2031) was applied to the volumes at the study intersections to obtain the future background traffic volumes. The background volumes for the opening year of 2026 are presented in Figure 7. The background volumes for the opening year of 2031 are presented in Figure 8. Background traffic calculations are located within Appendix F. TOTAL TRAFFIC Total traffic was determined by adding the site generated traffic to the estimated projected background traffic. Total peak hour traffic volumes for the opening year of 2026 are shown in Figure 9. Total peak hour traffic volumes for the horizon year of 2031 are shown in Figure 10. !"#$%$&$'(')$*+,-#./012$3/4$356(784980(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%42(234)30(28)0(0)!"#$%0(0)58(0)4(11)!"#$% 0(0) 0(0)0(0) 0(0)0(0)134(122)0(0) 0(0)452(680)0(0)433(710)0(0)289(504)0(0) 0(0) 1(0)0(0)17(59)0(0)17(30)0(0)2(92)0(0)0(1)0(0)0(0)0(0)22(30)61(22)0(0)0(0)69(1)2(0)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Renton Market Driveway]6(0)62(0)0(0)!"#$%0(0)0(0)69(0)!"#$%2(11)0(0)0(0)!"#$%22(18)6(17)0(0)!"#$% 1(0) 0(0)60(0)0(0)0(0)5(12)0(0)17(15) 0(0) 0(0)215(860)0(0)0(0)373(493)0(0)373(493) 5(0)0(0)2(30)0(0)0(0) 0(0)0(0)34(54)66(0)0(0)0(0)0(0)5(0)14(18)0(0)0(0)0(0)60(171)17(33)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd St Burnett Ave & 2nd St 0(0)17(46)24(37)!"#$% 43(116)0(0) 211(630)0(0) 37(132)0(0)0(0)42(71)27(84)Burnett Ave & 3rd St 0(0)40(71)0(0)!"#$% 0(0) 0(0) 0(0) 0(0) 6(11)0(0)0(0)85(187)0(0)Renton Market Driveway & Burnett Ave !"#$%$&$'(')$*+,-#./012$3/4$356(784980(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%42(234)30(28)0(0)!"#$%0(0)58(0)4(11)!"#$% 0(0)0(0)0(0)0(0)0(0)134(122)0(0)5(9) 0(0)452(680)0(0)433(710)0(0)289(504)0(0)0(0) 0(0)1(0)0(0)17(59)0(0)17(30)0(0)2(0)2(92)0(0)0(1)0(0)0(0)0(0)22(30)61(22)0(0)0(0)69(1)2(0)City Center Parking Egress &2nd St City Center Parking Ingress &2nd St Logan Ave &2nd St Logan Ave & Renton Market Driveway]6(0)62(0)0(0)!"#$%0(0)0(0)69(0)!"#$%2(11)0(0)0(0)!"#$%22(18)6(17)0(0)!"#$% 1(0)0(0)60(0)0(0)0(0)5(12)0(0)17(15) 0(0)0(0)215(860)0(0)0(0)373(493)0(0)373(493) 5(0)0(0)2(30)0(0)0(0)0(0)0(0)34(54)66(0)0(0)0(0)0(0)5(0)9(18)0(0)0(0)0(0)60(171)17(33)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl&2nd St Burnett Ave & 2nd St 0(0)17(46)24(37)!"#$% 43(116)0(0) 211(630)0(0) 37(132)0(0)0(0)42(71)27(84)Burnett Ave & 3rd St 0(0)40(71)0(0)!"#$% 0(0)0(0) 0(0)0(0) 6(11)0(0)0(0)85(187)0(0)Renton Marke t Driveway & Burnett Ave Burnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y 123 4 15 16 18 19 7 Figure 7: 2026 Background Traffic Volumes Renton Market - Trac Impact Analysis CivTech 1 2 4 5 6 7 3 8 9 Legend XX(XX) - AM(PM) Peak Hour Traffic Volumes NORTH !"#$%$&$'()*$+,-.#/0123$405$4*6(785980(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%46(259)33(31)0(0)!"#$%0(0)64(0)5(13)!"#$% 0(0) 0(0)0(0) 0(0)0(0)148(134)0(0) 0(0)500(751)0(0)478(785)0(0)319(557)0(0) 0(0) 1(0)0(0)18(65)0(0)18(33)0(0)2(101)0(0)0(1)0(0)0(0)0(0)24(33)68(24)0(0)0(0)76(1)2(0)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pavilion Driveway 7(0)69(0)0(0)!"#$%0(0)0(0)76(0)!"#$%2(13)0(0)0(0)!"#$%24(20)7(18)0(0)!"#$% 1(0) 0(0)67(0)0(0)0(0)6(14)0(0)18(16) 0(0) 0(0)238(950)0(0)0(0)412(545)0(0)412(545) 6(0)0(0)2(33)0(0)0(0) 0(0)0(0)38(60)72(0)0(0)0(0)0(0)6(0)16(20)0(0)0(0)0(0)67(188)18(37)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd Street Burnett Ave & 2nd St 0(0)18(51)26(41)!"#$% 47(129)0(0) 233(696)0(0) 41(146)0(0)0(0)46(78)30(93)Burnett Ave & 3rd St 0(0)45(78)0(0)!"#$% 0(0) 0(0) 0(0) 0(0) 7(13)0(0)0(0)93(207)0(0)Renton Market Driveway & Burnett Ave !"#$%$&$'(')$*+,-#./012$3/4$356(78498 Burnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y 123 4 15 16 18 19 7 Figure 8: 2031 Background Traffic Volumes Renton Market - Trac Impact Analysis CivTech 1 2 4 5 6 3 8 9 Legend XX(XX) - AM(PM) Peak Hour Traffic Volumes NORTH !"#$%$&$'()*$+,-.#/0123$405$4*6(785980(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%46(259)33(31)0(0)!"#$%0(0)64(0)5(13)!"#$% 0(0)0(0)0(0)0(0)0(0)148(134)0(0)6(10) 0(0)500(751)0(0)478(785)0(0)319(557)0(0)0(0) 0(0)1(0)0(0)18(65)0(0)18(33)0(0)2(0)2(101)0(0)0(1)0(0)0(0)0(0)24(33)68(24)0(0)0(0)76(1)2(0)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pavilion Driveway 7(0)69(0)0(0)!"#$%0(0)0(0)76(0)!"#$%2(13)0(0)0(0)!"#$%24(20)7(18)0(0)!"#$% 1(0)0(0)67(0)0(0)0(0)6(14)0(0)18(16) 0(0)0(0)238(950)0(0)0(0)412(545)0(0)412(545) 6(0)0(0)2(33)0(0)0(0)0(0)0(0)38(60)72(0)0(0)0(0)0(0)6(0)10(20)0(0)0(0)0(0)67(188)18(37)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd Street Burnett Ave & 2nd St 0(0)18(51)26(41)!"#$% 47(129)0(0) 233(696)0(0) 41(146)0(0)0(0)46(78)30(93)Burnett Ave & 3rd St 0(0)45(78)0(0)!"#$% 0(0)0(0) 0(0)0(0) 7(13)0(0)0(0)93(207)0(0)Renton Market Driveway & Burnett Ave 7 !"#$%$&$'(')$*+,-.$$/+.$/01(23.430(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%42(234)30(28)0(0)!"#$%0(0)59(2)5(14)!"#$% 0(0) 0(0)0(0) 0(0)0(0)135(125)0(0) 0(0)470(736)0(0)442(736)0(0)296(522)0(0) 0(0) 1(0)0(0)34(113)0(0)19(34)0(0)10(116)0(0)0(1)0(0)0(0)0(0)22(30)61(22)0(0)0(0)69(1)3(3)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Renton Market Driveway]6(0)63(2)0(0)!"#$%0(0)0(0)70(2)!"#$%2(11)0(0)0(0)!"#$%22(19)6(17)0(0)!"#$% 1(0) 0(0)61(3)0(0)0(0)5(12)0(0)17(15) 0(0) 0(0)223(885)0(0)0(0)373(493)0(0)382(520) 5(0)0(0)2(30)0(0)0(0) 0(0)0(0)34(54)66(0)1(3)0(0)0(0)5(0)14(19)0(0)0(0)0(0)69(199)17(33)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd St Burnett Ave & 2nd St 0(0)18(49)30(55)!"#$% 51(142)0(0) 212(632)0(0) 37(132)0(0)0(0)43(73)27(84)Burnett Ave & 3rd St 0(0)40(71)0(0)!"#$% 0(0) 0(0) 0(0) 0(0) 13(31)0(0)0(0)94(215)0(0)Renton Market Driveway & Burnett Ave Burnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y 123 4 15 16 18 19 7 Figure 9: 2026 Total Traffic Volumes Renton Market - Trac Impact Analysis CivTech 1 2 4 5 6 7 3 8 0 Legend XX(XX) - AM(PM) Peak Hour Traffic Volumes NORTH !"#$%$&$'(')$*+,-.$$/+.$/01(23.430(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%42(234)30(28)0(0)!"#$%0(0)59(2)5(14)!"#$% 0(0)0(0)0(0)0(0)0(0)135(125)0(0)5(9) 0(0)470(736)0(0)442(736)0(0)296(522)0(0)0(0) 0(0)1(0)0(0)34(113)0(0)19(34)0(0)2(0)10(116)0(0)0(1)0(0)0(0)0(0)22(30)61(22)0(0)0(0)69(1)3(3)City Center Parking Egress &2nd St City Center Parking Ingress &2nd St Logan Ave &2nd St Logan Ave & Renton Market Driveway]6(0)63(2)0(0)!"#$%0(0)0(0)70(2)!"#$%2(11)0(0)0(0)!"#$%22(19)6(17)0(0)!"#$% 1(0)0(0)61(3)0(0)0(0)5(12)0(0)17(15) 0(0)0(0)223(885)0(0)0(0)373(493)0(0)382(520) 5(0)0(0)2(30)0(0)0(0)0(0)0(0)34(54)66(0)1(3)0(0)0(0)5(0)9(19)0(0)0(0)0(0)69(199)17(33)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl&2nd St Burnett Ave & 2nd St 0(0)18(49)30(55)!"#$% 51(142)0(0) 212(632)0(0) 37(132)0(0)0(0)43(73)27(84)Burnett Ave & 3rd St 0(0)40(71)0(0)!"#$% 0(0)0(0) 0(0)0(0) 13(31)0(0)0(0)94(215)0(0)Renton Market Driveway & Burnett Ave !"#$%$&$'()*$+,-./$$0,/$0*1(23/430(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%46(259)33(31)0(0)!"#$%0(0)65(2)6(16)!"#$% 0(0) 0(0)0(0) 0(0)0(0)149(137)0(0) 0(0)518(807)0(0)487(811)0(0)326(575)0(0) 0(0) 1(0)0(0)35(119)0(0)20(37)0(0)10(125)0(0)0(1)0(0)0(0)0(0)24(33)68(24)0(0)0(0)76(1)3(3)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Renton Market Driveway]7(0)70(2)0(0)!"#$%0(0)0(0)77(2)!"#$%2(13)0(0)0(0)!"#$%24(21)7(18)0(0)!"#$% 1(0) 0(0)68(3)0(0)0(0)6(14)0(0)18(16) 0(0) 0(0)246(975)0(0)0(0)412(545)0(0)421(572) 6(0)0(0)2(33)0(0)0(0) 0(0)0(0)38(60)72(0)1(3)0(0)0(0)6(0)16(21)0(0)0(0)0(0)76(216)18(37)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd St Burnett Ave & 2nd St 0(0)19(54)32(59)!"#$% 55(155)0(0) 234(698)0(0) 41(146)0(0)0(0)47(80)30(93)Burnett Ave & 3rd St 0(0)45(78)0(0)!"#$% 0(0) 0(0) 0(0) 0(0) 14(33)0(0)0(0)102(235)0(0)Renton Market Driveway & Burnett Ave !"#$%$&$'()*$+,-./$$0,/$0*1(23/430(0)0(0)0(0)!"#$%0(0)0(0)0(0)!"#$%46(259)33(31)0(0)!"#$%0(0)65(2)6(16)!"#$% 0(0)0(0)0(0)0(0)0(0)149(137)0(0)6(10) 0(0)518(807)0(0)487(811)0(0)326(575)0(0)0(0) 0(0)1(0)0(0)35(119)0(0)20(37)0(0)2(0)10(125)0(0)0(1)0(0)0(0)0(0)24(33)68(24)0(0)0(0)76(1)3(3)City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Renton Market Driveway]7(0)70(2)0(0)!"#$%0(0)0(0)77(2)!"#$%2(13)0(0)0(0)!"#$%24(21)7(18)0(0)!"#$% 1(0)0(0)68(3)0(0)0(0)6(14)0(0)18(16) 0(0)0(0)246(975)0(0)0(0)412(545)0(0)421(572) 6(0)0(0)2(33)0(0)0(0)0(0)0(0)38(60)72(0)1(3)0(0)0(0)6(0)10(21)0(0)0(0)0(0)76(216)18(37)0(0)Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Pl & 2nd St Burnett Ave & 2nd St 0(0)19(54)32(59)!"#$% 55(155)0(0) 234(698)0(0) 41(146)0(0)0(0)47(80)30(93)Burnett Ave & 3rd St 0(0)45(78)0(0)!"#$% 0(0)0(0) 0(0)0(0) 14(33)0(0)0(0)102(235)0(0)Renton Market Driveway & Burnett Ave !"#$%$&$'(')$*+,-#./012$3/4$356(78498 Burnett P l . SITE 2nd St. 3rd St.Logan Ave.City CenterParking EgreesCity CenterParking IngreesSmithers Ave.Burnett Ave.Pavilion Drwy. Drivewa y 123 4 15 16 18 19 7 Figure 10: 2031 Total Traffic Volumes Renton Market - Trac Impact Analysis CivTech 1 2 4 5 6 3 8 9 Legend XX(XX) - AM(PM) Peak Hour Traffic Volumes NORTH 7 Renton Market – Renton, Washington Traffic Impact Analysis 25 October 2024 TRAFFIC AND IMPROVEMENT ANALYSIS Future projected background (No Build) and total (Build) scenarios are analyzed using the background and total traffic volumes calculated for each horizon year 2026, 2031. TURN LANE WARRANTING ANALYSIS RIGHT-TURN DECELERATION LANES The City of Renton does not have specific warrants for the installation of dedicated right-turns lanes. CivTech deferred to Chapter 1310 of the Washington State Department of Transportation (WSDOT) Design Manual, which requires a driveway right-turn deceleration lane to be provided when peak hour right-turn volumes meet or exceed the ranges given in the exhibit 1310-24. Table 6 is a summary of the 2031 peak hour right-turn volumes from the adjacent street onto the proposed driveways: TABLE 6 – RIGHT-TURN DECELERATION LANE WARRANTING CRITERIA Access Advancing Volumes Right-Turn Volume Warrant Met? Logan Avenue & Renton Market Driveway 76 3 No According to WSDOT standards, due to the low current and expected future traffic volumes and the low-speed limit on Logan Avenue, the right-turn lane warrant criteria is not met for the intersection. LEFT-TURN DECELERATION LANES The City of Renton does not have specific warrants for the installation of dedicated right-turns lanes. CivTech deferred to Chapter 1310 of the WSDOT Design Manual, which requires a driveway right- turn deceleration lane to be provided when peak hour right-turn volumes meet or exceed the ranges given in the exhibit 1310-09. Table 7 is a summary of the 2031 peak hour left-turn volumes from the adjacent street onto the proposed driveways: TABLE 7 – LEFT-TURN DECELERATION LANE WARRANTING CRITERIA Access Advancing Volumes Left-Turn Volume Warrant Met? Logan Avenue & Renton Market Driveway 65 6 No According to WSDOT standards, due to the low current and expected future traffic volumes and the low-speed limit on Logan Avenue, the right-turn lane warrant criteria is not met for the intersection. Renton Market – Renton, Washington Traffic Impact Analysis 26 October 2024 PROJECTED CAPACITY ANALYSIS The overall intersection and approach levels of service are summarized in Table 8 for the 2026 background and total traffic conditions. Detailed analysis worksheets for the 2026 background analysis can be found in Appendix H, worksheets for the 2031 background analysis can be found in Appendix I, worksheets for the 2026 total traffic analysis can be found in Appendix J, worksheets for the 2031 total traffic analysis can be found in Appendix K. TABLE 8 – PEAK HOUR LEVELS OF SERVICE ID Intersection Intersection Control Approach/ Movement 2026 2031 No Build Build No Build Build AM (PM) AM(PM) AM (PM) AM(PM) 1 City Center Parking Egress and 2nd Street 1-way stop (NB) NB Left A (B) A (B) A (B) A (B) 2 City Center Parking Ingress and 2nd Street 1-way stop (NB) WB Shared A (A) A (A) A (A) A (A) 3 Logan Avenue and 2nd Street Signal NB SB WB B (B) B (B) A (B) B (B) B (B) A (B) B (B) B (B) C (C) B (B) B (B) C (C) Overall A (B) A (B) B (B) B (B) 4 Logan Avenue and Pavilion Driveway 1-way stop (WB) SB Shared WB Shared A (A) A (A) A (A) A (A) A (A) A (A) A (A) A (A) 5 Logan Avenue and Driveway of 3rd Street 1-way stop (EB) EB Right A (A) A (A) A (A) A (A) 6 Logan Avenue/Smithers Avenue and 3rd Street Signal NB SB EB C (C) B (A) B (C) C (C) A (B) B (C) C (C) A (B) C (B) C (C) B (B) B (C) Overall B (C) B (C) C (B) B (C) 7 Burnett Avenue and 2nd Street Signal NB SB WB B (C) C (C) C (C) B (C) C (C) C (C) C (B) C (C) C (C) B (C) C (C) C (C) Overall C (C) C (C) C (C) C (C) 7.1 Burnett Place and 2nd Street 1-way stop (SB) SB Right A (A) A (A) A (A A (A) 8 Burnett Avenue and 3rd Street Signal NB SB EB B (B) B (B) A (B) B (B) B (B) A (B) B (B) B (B) A (B B (B) B (B) A (B) Overall B (B) B (B) B (A) B (B) 9 Renton Market Egress & Burnett Avenue 1-way stop (EB) EB Right A (A) A (A) A (A) A (A) The results of the Synchro analysis summarized in Table 8 indicate that all study intersections operate with overall acceptable levels of service (LOS D or better). Renton Market – Renton, Washington Traffic Impact Analysis 27 October 2024 QUEUE LENGTH ANALYSIS Adequate turn storage should be provided on any approach where turn lanes are permitted and/or warranted. A queuing analysis was performed for all warranted/recommended and existing intersection turn lanes where site traffic is expected as well as left-turn lanes adjacent to the site using the methodology documented on pages 9-96 through 9-99 of the latest (7th) edition of the American Association of Highway and Transportation Officials’ (AASHTO) A Policy on Geometric Design of Highways and Streets (the AASHTO “Green Book”). The Green Book indicates that, “A deceleration lane should be sufficiently long to store the number of vehicles likely to accumulate in a queue during a critical period.” For a right turn lane at an unsignalized driveway or intersection, the critical period has typically been two minutes and the storage length estimated as the length required to hold the average number of arriving vehicles per a two-minute period, of which there are 30 per hour. Thus, for unsignalized driveways and intersections, the storage length for a right-turn lane can be calculated by use of the following formula: Storage Length = ቄ ሺ௩/ሻ ሺଷ ௗ௦/ሻቅ ൈ 𝑉𝐿, where VL is an assumed average Vehicle Length of 25 feet. For unsignalized intersections, the storage length for a left-turn lane is determined by the use of Equations 9-3 and 9-4 of the Green Book. Storage Length = ൜୪୬ሾሺவேሻሿ ୪୬ೡ െ1ൠ ൈ 𝑉𝐿 [9-4], where 𝑐ൌ బ షೇబ యలబబ⁄ ଵିషೇబ యలబబ⁄ [9-3] and VL is 25 feet. Where signalized, the critical period per the Green Book is one-and-a-half to two signal cycles.1 The equation used to calculate the queue storage for a right- or left-turn lane using AASHTO methodology is thus: Storage Length = ቄଵ.ହ ௫ ሺ௩/ሻ ሺ௬௦/ሻ ቅ ൈ 𝑉𝐿, where VL is, again, 25 feet. The turn lane storage requirements for the study intersections are summarized in Table 9. Detailed queue storage calculation worksheets using the AASHTO method are included in Appendix L. 1 AASHTO, under Section 9.7.2.2 (page 9-96) of the Green Book, indicates that storage length for a turn lane, exclusive of taper, “should usually be based on 1.5 to 2 times the average number of vehicles that would need to be stored per signal cycle” at a signalized intersection. Renton Market – Renton, Washington Traffic Impact Analysis 28 October 2024 TABLE 9 – QUEUE STORAGE LENGTHS ID Intersection Intersection Control Movement Queue Storage Existing (1) AASHTO HCM (2) Recommended 3 Logan Avenue and 2nd Street Signal SB Right 60’ 275' 80’ No Change 6 Logan Avenue/Smithers Avenue and 3rd Street Signal SB Left 70’ 75’ 45’ No Change 7/A Burnett Place and 2nd Street 1-way stop (SB) SB Left 75’ 25’ <25’ No Change 8 Burnett Avenue and 3rd Street Signal EB Right NB Right 125’ 50’ 100’ 125’ 20’ <25’ No Change (1) Measured from beginning of stop bar to the end of the stripe. (2) HCM 95th percentile queue reported in vehicles/lane, assuming 1 vehicle ~ 25 feet. The recommended storage lengths in Table 9 are provided for study horizon year 2031 using the total traffic projections. Proposed lane configurations are shown in Figure 11. Burnett Ave & 3rd St City CenterParking EgreesCity CenterParking IngreesSITE 2nd St. 3rd St.Logan Ave.Smithers Ave.Burnett Ave.Burnett P l . Pavilion Drwy. Drivewa y 11 19 123 4 15 16 18 7 Renton Market - Trac Impact Analysis Figure 11: Proposed Lane Configuration and Traffic Control SPEEDLIMIT20SPEEDLIMIT25SPEEDLIMIT25SPEED LIMIT25 SPEED LIMIT25 SPEED LIMIT25 SPEED LIMIT25 SPEED LIMIT25 SPEEDLIMIT25PARK PARK 1 2 4 5 6 3 7 8 City Center Parking Egress & 2nd St City Center Parking Ingress & 2nd St Logan Ave & 2nd St Logan Ave & Pavilion Driveway Logan Ave & Driveway of 3rd St 9 Logan Ave & Driveway of 3rd St Logan Ave/Smithers Ave/3rd St Burnett Ave & 2nd St Burnett Ave & 3rd St NORTHLEGEND Thru or Turning Movement Recommended Improvements Stop Sign Speed Limit Traffic Signal SPEED LIMIT40 Two-Way Left Turn-Lane Raised Median CivTech Renton Market – Renton, Washington Traffic Impact Analysis 30 October 2024 SIGHT DISTANCE ANALYSIS Adequate sight distance must be provided at intersections and site access driveways to allow safe turning movements. There must be sufficient unobstructed sight distance along both approaches of a street/driveway intersection and across their included corners to allow operators of vehicles to see each other in time to prevent a collision. Sight distance worksheets according to AASHTO guidelines have been included within Appendix M. Sight distance calculations are summarized in Table 10. TABLE 10 – AASHTO SIGHT DISTANCE REQUIREMENTS Roadway Posted Speed Limit/ Design Speed (mph) Sight Distance Along Roadway Left of Driveway (Case B2/B3) Right of Driveway (Case B1) On Major Road (Case F) Logan Avenue 25/35 335’ 390’ Restricted 2nd Street 25/35 490’ 415’ Restricted 2nd Street 25/35 415’ Restricted 365’ Burnett Avenue 25/35 335’ Restricted Restricted Sight visibility should be provided at all driveways according to the distances shown in Table 10. All vegetation and trees should be maintained to allow unobstructed sight distance. Renton Market – Renton, Washington Traffic Impact Analysis 31 October 2024 CONCLUSIONS The following conclusions and recommendations have been documented in this study: GENERAL The proposed development is anticipated to generate 628 weekday daily trips, 35 (19 in/16 out) trips during the AM peak hour, and 105 (60 in/ 58 out) trips during the PM peak hour. The distribution for LUC 926 Food Cart Pods as assumed to be equal to LUC 930 Fast Casual Restaurant since they share similar traits and are within the same facility. The 12 new vendor stalls are anticipated to generate more trips than the two tenants on the east and west since there will be more vendors to go to that serve different items/goods therefore, more people will likely be going to the Renton Marketplace for the one of the 12 vendors rather than the two tenants on the east and west. EXISTING The results of the existing conditions analysis summarized in Table 2 indicate that all study intersections operate with acceptable levels of service (LOS D or better). OPENING YEAR (2026) The results of the Synchro analysis summarized in Table 8 indicate that all study intersections operate with overall acceptable levels of service (LOS D or better). 2031 HORIZON YEAR The results of the Synchro analysis summarized in Table 8 indicate that all study intersections operate with overall acceptable levels of service (LOS D or better). RIGHT-TURN DECELERATION LANES According to WSDOT standards, due to the low current and expected future traffic volumes and the low-speed limit on Logan Avenue, the right-turn lane warrant criteria is not met for the intersection. LEFT-TURN DECELERATION LANES According to WSDOT standards, due to the low current and expected future traffic volumes and low-speed limit on Logan Avenue, the right-turn lane warrant criteria is not met for the intersection. QUEUE STORAGE The recommended storage lengths are provided for study horizon year 2031 using the total traffic projections. SIGHT DISTANCE Sight visibility should be provided at all driveways according to the distances shown in Table 10. All vegetation and trees should be maintained to allow unobstructed sight distance. Renton Market – Renton, Washington Traffic Impact Analysis 32 LIST OF REFERENCES Highway Capacity Manual, Sixth Edition: A Guide for Multimodal Mobility Analysis. Transportation Research Board, Washington, D.C., 2018. Manual on Uniform Traffic Control Devices. U.S. Department of Transportation, Federal Highways Administration, Washington, D.C., 2009. Trip Generation Manual, 11th Edition, Institute of Transportation Engineers, Washington, D.C., 2017. Trip Generation Handbook, 3rd Edition, Institute of Transportation Engineers, Washington, D.C., 2014. Renton Market – Renton, Washington Traffic Impact Analysis 33 TECHNICAL APPENDICES APPENDIX A: APPENDIX B: APPENDIX C: APPENDIX D: APPENDIX E: APPENDIX F: APPENDIX G: APPENDIX H: APPENDIX I: APPENDIX J: APPENDIX K: APPENDIX L: APPENDIX M: REVIEW COMMENTS AND RESPONSES (RESERVED) EXISTING TRAFFIC COUNTS EXISTING PEAK HOUR ANALYSIS CRASH ANALYSIS WORKSHEETS TRIP GENERATION CALCULATIONS BACKGROUND GROWTH CALCULATIONS TURN LANE WARRANTS 2026 NO BUILD PEAK HOUR ANALYSIS 2031 NO BUILD PEAK HOUR ANALYSIS 2026 BUILD PEAK HOUR ANALYSIS 2031 BUILD PEAK HOUR ANALYSIS QUEUE STORAGE ANALYSIS SIGHT DISTANCE ANALYSIS Renton Market – Renton, Washington Traffic Impact Analysis 34 APPENDIX A: REVIEW COMMENTS AND RESPONSES (Reserved) CivTech, Inc. Review Comments & Responses Renton Market1 Submittal Disposition Codes: (1) Will Comply (2) Will Evaluate (3) Delete Comment (4) Defer to Consultant/OwnerReviewer Name, Agency:Susan TillackItem Review Comment (Code) & Response1.I noticed the first paragraph in the Executive Summary mis-states the anticipated program - it notes 14 vendor stalls and one new fast casual restaurant, but the program has 12 vendor stalls and two anchor tenants on the east and west sides of the building ( anticipated to be full service, not fast casual, restaurant and/or bar and, possibly, a bakery)(1) The TIA has been updated to reflect 12 vendor stalls instead of 14 and we have changed from LUC code 930 to LUC 932 Sit- Down Restaurant for the two anchor tenants on the east and west side.Appendix A Page 1 of 1Reviewed DateCivTech Received DateCivTech Entered DateCivTech Response Date Renton Market – Renton, Washington Traffic Impact Analysis 35 APPENDIX B: EXISTING TRAFFIC COUNTS CC PAKRING EGRESS CC PAKRING EGRESS2ND ST 2ND ST (303) 216-2439www.alltrafficdata.netLocation:1 CC PAKRING EGRESS & 2ND ST AMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:07:30 AM - 08:30 AMPeak 15-Minutes:07:45 AM - 08:00 AMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk0043602104370.87NSEW0.000.870.380.00()()(810)()(815)()(6)(1)0 0 0 04351000000 2 0 0 0 2ND ST 2ND ST CC PAKRING EGRESSCC PAKRING EGRESS17 70N SEW2 5 521000 0 0 0 03000000300003NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn7:00 AM426000 0084 010 000 8500007:15 AM426000 00100 010 000 10100007:30 AM438000 01112 010 000 11400007:45 AM434000 00126 000 000 12600008:00 AM390000 0085 000 000 8500008:15 AM 000 00112 010 000 11300008:30 AM 000 00108 020 000 11000008:45 AM 000 0082 000 000 820000Count Total000 01809 060 000 8160000Peak Hour000 01435 020 000 4380000HV% PHF0.000.870.380.000.0%0.7%0.0%0.0%0.7% 0.87EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 001017:45 AM 001018:00 AM 001018:15 AM 000008:30 AM 001018:45 AM 00000Count Total00404Peak Hour00303Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 000008:00 AM 000008:15 AM 000008:30 AM 000008:45 AM 00000Count Total00000Peak Hour00000Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB7:00 AM 032057:15 AM 011247:30 AM 041057:45 AM 000118:00 AM 024068:15 AM 012038:30 AM 011028:45 AM 00033Count Total01211 629Peak Hour077115CC PAKRING EGRESS CC PAKRING EGRESS2ND ST 2ND ST (303) 216-2439www.alltrafficdata.netLocation:1 CC PAKRING EGRESS & 2ND ST PMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:04:15 PM - 05:15 PMPeak 15-Minutes:04:15 PM - 04:30 PMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk00654189007420.94NSEW0.000.960.780.00()()(1,224)(1)(1,385)()(163)(1)0 0 0 06540000000 88 0 1 0 2ND ST 2ND ST CC PAKRING EGRESSCC PAKRING EGRESS1428 232N SEW15 13 121111320 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn4:00 PM733000 00145 0250 000 17000004:15 PM743000 00168 0300 000 19800004:30 PM698000 00170 0200 000 19000004:45 PM677000 00156 0190 000 17500005:00 PM654000 00160 0190 000 18000105:15 PM 0 0 0 0 0 140 0 13 0 0 0 0 15300005:30 PM 0 0 0 0 0 151 0 18 0 0 0 0 16900005:45 PM 0 0 0 0 1 133 0 18 0 0 0 0 1520000Count Total000 011,223 01620 000 1,3870010Peak Hour000 00654 0880 000 7430010HV% PHF0.000.960.780.000.0%0.0%0.0%0.0%0.0% 0.94EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total00000Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 1 0 1 0 24:30 PM 0 0 3 0 34:45 PM 1 0 0 0 15:00 PM 1 0 0 0 15:15 PM 0 0 1 0 15:30 PM 0 0 1 0 15:45 PM 0 0 1 0 1Count Total307010Peak Hour30407Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB4:00 PM 7 6 5 3 214:15 PM 0 5 5 2 124:30 PM 1 9 9 10 294:45 PM 1 7 4 2 145:00 PM 0 2 10 0 125:15 PM 0 2 4 1 75:30 PM 0 11 3 2 165:45 PM 0 7 0 0 7Count Total9494020118Peak Hour223281467 CC PARKING INGRESS CC PARKING INGRESS2ND ST 2ND ST (303) 216-2439www.alltrafficdata.netLocation:2 CC PARKING INGRESS & 2ND ST AMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:07:00 AM - 08:00 AMPeak 15-Minutes:07:30 AM - 07:45 AMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk00432001604160.88NSEW0.000.880.000.00()()(806)()(773)()()(33)0 0 0 041616000000 0 0 0 0 2ND ST 2ND ST CC PARKING INGRESSCC PARKING INGRESS20 81N SEW0 0 532010 0 0 0 02000000200002NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn7:00 AM432000 0798 000 000 10500007:15 AM428000 02104 000 000 10600007:30 AM428000 07116 000 000 12300007:45 AM388000 0098 000 000 9800008:00 AM374000 0398 000 000 10100008:15 AM 000 06100 000 000 10600008:30 AM 000 0380 000 000 8300008:45 AM 000 0579 000 000 840000Count Total000 033773 000 000 8060000Peak Hour000 016416 000 000 4320000HV% PHF0.000.880.000.000.0%0.5%0.0%0.0%0.5% 0.88EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 002027:45 AM 000008:00 AM 001018:15 AM 001018:30 AM 000008:45 AM 00000Count Total00404Peak Hour00202Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 000008:00 AM 000008:15 AM 100018:30 AM 000008:45 AM 00000Count Total10001Peak Hour00000Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB7:00 AM 030147:15 AM 120037:30 AM 010127:45 AM 020028:00 AM 110028:15 AM 320278:30 AM 200468:45 AM 02002Count Total7130828Peak Hour180211CC PARKING INGRESS CC PARKING INGRESS2ND ST 2ND ST (303) 216-2439www.alltrafficdata.netLocation:2 CC PARKING INGRESS & 2ND ST PMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:04:00 PM - 05:00 PMPeak 15-Minutes:04:45 PM - 05:00 PMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk00740005706830.93NSEW0.000.930.000.25()()(1,377)()(1,270)(1)()(108)0 0 0 068357000000 0 0 0 0 2ND ST 2ND ST CC PARKING INGRESSCC PARKING INGRESS262 1731N SEW0 2 981791615 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn4:00 PM740000 015177 000 000 19200004:15 PM701000 020154 000 000 17400004:30 PM690000 08166 000 000 17400004:45 PM665000 014186 000 000 20000005:00 PM638000 014139 000 000 15300005:15 PM 000 018145 000 000 16300005:30 PM 000 08141 000 000 14900005:45 PM 000 010162 000 000 1731000Count Total000 01071,270 000 000 1,3781000Peak Hour000 057683 000 000 7400000HV% PHF0.250.930.000.000.0%0.0%0.0%0.0%0.0% 0.93EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total00000Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 2 0 24:15 PM 0 0 1 0 14:30 PM 0 0 1 0 14:45 PM 1 0 0 0 15:00 PM 0 0 1 0 15:15 PM 0 0 2 0 25:30 PM 0 0 1 0 15:45 PM 0 0 0 0 0Count Total10809Peak Hour10405Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB4:00 PM 15 1 0 5 214:15 PM 7 7 0 13 274:30 PM 5 1 2 7 154:45 PM 4 8 0 1 135:00 PM 3 1 0 1 55:15 PM 9 6 0 2 175:30 PM 2 9 0 1 125:45 PM 6 8 1 0 15Count Total51 41 3 30 125Peak Hour31 17 2 26 76 LOGAN AVE LOGAN AVE2ND ST 2ND ST (303) 216-2439www.alltrafficdata.netLocation:3 LOGAN AVE & 2ND ST AMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:07:30 AM - 08:30 AMPeak 15-Minutes:07:45 AM - 08:00 AMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk69 1884230804503390.95NSEW0.660.900.820.00(335)(173)(775)()(628)()(142)(127)40 0 0 129278160000029 21 59 0 0 2ND ST 2ND ST LOGAN AVELOGAN AVE03 71N SEW1 2 430010 0 0 0 13000001400003NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn7:00 AM547000 0359 0410 0016 121021 0 87:15 AM547000 0454 038 0013 125036 0 77:30 AM572000 0382 0411 007 150029 0147:45 AM569000 0468 0513 006 151046 0 98:00 AM543000 0553 0318 007 121026 0 98:15 AM 000 0475 0917 009 150028 0 88:30 AM 000 0770 0317 0014 147025 0118:45 AM 000 0451 0512 0021 125018 014Count Total0 0 0 0 34 512 0 36 106 0 0 93 1,0900229 0 80Peak Hour0 0 0 016278 02159 0 029 5720129 0 40HV% PHF0.000.900.820.660.0%0.9%0.0%0.0%0.7% 0.95EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 001017:45 AM 001018:00 AM 001018:15 AM 001018:30 AM 000008:45 AM 00000Count Total00404Peak Hour00404Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 000118:00 AM 000008:15 AM 000008:30 AM 010018:45 AM 00000Count Total01012Peak Hour00011Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB7:00 AM 030037:15 AM 110137:30 AM 031047:45 AM 121048:00 AM 020028:15 AM 001018:30 AM 522098:45 AM 702211Count Total14 13 7 3 37Peak Hour173011LOGAN AVE LOGAN AVE2ND ST 2ND ST (303) 216-2439www.alltrafficdata.netLocation:3 LOGAN AVE & 2ND ST PMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:04:15 PM - 05:15 PMPeak 15-Minutes:04:15 PM - 04:30 PMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk252 1986910505607390.95NSEW0.930.950.620.25(364)(480)(1,270)(1)(1,389)(1)(90)(87)225 0 0 177485290000027 29 21 0 0 2ND ST 2ND ST LOGAN AVELOGAN AVE1325 1620N SEW14 11 9794146 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn4:00 PM964000 05110 055 003 218039 0514:15 PM993000 09126 0147 009 262047 0504:30 PM934000 05122 044 008 237042 0524:45 PM910000 011113 076 008 247045 0575:00 PM877000 04124 044 002 247043 0665:15 PM 000 08101 023 002 203028 0595:30 PM 000 05100 078 003 213038 0525:45 PM 000 01105 036 003 214139 155Count Total0 0 0 048901 04643 0 038 1,8411321 1442Peak Hour0 0 0 029485 02921 0 027 9930177 0225HV% PHF0.250.950.620.930.0%0.0%0.0%0.0%0.0% 0.95EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total00000Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 1 2 0 34:30 PM 0 0 2 0 24:45 PM 0 3 0 1 45:00 PM 0 0 0 1 15:15 PM 0 0 2 1 35:30 PM 0 0 1 1 25:45 PM 0 0 1 0 1Count Total048416Peak Hour044210Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB4:00 PM 9 8 3 5 254:15 PM 2 6 14 2 244:30 PM 6 1 5 1 134:45 PM 9 3 4 9 255:00 PM 3 6 2 1 125:15 PM 4 1 3 1 95:30 PM 4 11 8 1 245:45 PM 12 5 3 2 22Count Total49 41 42 22 154Peak Hour20 16 25 13 74 LOGAN AVE LOGAN AVEPAVILION DWY PAVILION DWY (303) 216-2439www.alltrafficdata.netLocation:4 LOGAN AVE & PAVILION DWY AMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:08:00 AM - 09:00 AMPeak 15-Minutes:08:45 AM - 09:00 AMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk60 73746858000.73NSEW0.600.350.710.00(120)(107)(13)(11)()()(109)(98)0 2 2 5020000056 0 66 2 0 PAVILION DWY PAVILION DWY LOGAN AVELOGAN AVE2016 41N SEW10 6 1311910 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn7:00 AM94000 000 0010 0310 2502007:15 AM91000 000 007 0216 2601007:30 AM100000 000 009 106 2003107:45 AM112000 000 0014 018 2300008:00 AM135000 000 0014 107 2200008:15 AM 000 000 0024 118 3501008:30 AM 000 000 0013 0017 3201108:45 AM 000 020 0015 0124 460310Count Total000 020 00106 3896 229011 3 0Peak Hour000 020 0066 2256 1350520HV% PHF0.000.350.710.600.0%0.0%0.0%0.0%0.0% 0.73EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 000008:00 AM 000008:15 AM 000008:30 AM 000008:45 AM 00000Count Total00000Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 000118:00 AM 000008:15 AM 010018:30 AM 000008:45 AM 00000Count Total01012Peak Hour01001Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 004157:30 AM 002577:45 AM 011248:00 AM 013158:15 AM 0146118:30 AM 003588:45 AM 126817Count Total1 5 23 28 57Peak Hour14162041LOGAN AVE LOGAN AVEPAVILION DWY PAVILION DWY (303) 216-2439www.alltrafficdata.netLocation:4 LOGAN AVE & PAVILION DWY PMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:04:15 PM - 05:15 PMPeak 15-Minutes:04:45 PM - 05:00 PMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk11 129910000.75NSEW0.690.630.250.00(18)(16)(14)(13)()()(1)()0 2 9 900000000 0 1 0 0 PAVILION DWY PAVILION DWY LOGAN AVELOGAN AVE43187 256N SEW99 88 1213162724 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn4:00 PM19000 000 000 010 201004:15 PM21000 000 001 040 601004:30 PM19000 000 000 110 402004:45 PM16000 000 000 120 704005:00 PM12000 000 000 020 402005:15 PM 000 000 000 020 402005:30 PM 000 000 000 100 100005:45 PM 000 000 000 010 30200Count Total000 000 001 3130 31014 0 0Peak Hour000 000 001 290 210900HV% PHF0.000.630.250.690.0%0.0%0.0%0.0%0.0% 0.75EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total00000Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 1 14:45 PM 0 0 0 1 15:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total00022Peak Hour00022Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB4:00 PM 0 4 86 44 1344:15 PM 0 7 64 12 834:30 PM 1 7 57 10 754:45 PM 2 5 27 4 385:00 PM 3 6 39 17 655:15 PM 3 3 53 17 765:30 PM 3 5 56 7 715:45 PM 0 3 47 14 64Count Total12 40 429 125 606Peak Hour6 25 187 43 261 LOGAN AVE LOGAN AVE225 LOGAN DWY 225 LOGAN DWY (303) 216-2439www.alltrafficdata.netLocation:5 LOGAN AVE & 225 LOGAN DWY AMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:08:00 AM - 09:00 AMPeak 15-Minutes:08:30 AM - 08:45 AMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk66 64006365660.84NSEW0.790.000.870.75(108)(97)()()(10)(10)(106)(95)6 0 0 0005010060 0 63 0 0 225 LOGAN DWY 225 LOGAN DWY LOGAN AVELOGAN AVE40 413N SEW0 0 132249 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn7:00 AM78000 000 008 009 1810007:15 AM90000 000 0012 005 1800017:30 AM100010 000 006 005 1410017:45 AM126000 000 0017 008 2810028:00 AM135000 000 0017 0010 3020018:15 AM 000 000 0013 0013 2810018:30 AM 000 000 0019 0019 4010018:45 AM 010 000 0014 0018 371003Count Total020 000 00106 0087 21380010Peak Hour010 000 0063 0060 1355006HV% PHF0.750.000.870.790.0%0.0%0.0%0.0%0.0% 0.84EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 000008:00 AM 000008:15 AM 000008:30 AM 000008:45 AM 00000Count Total00000Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000117:45 AM 000008:00 AM 000008:15 AM 000008:30 AM 000008:45 AM 00000Count Total00011Peak Hour00000Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB7:00 AM 400047:15 AM 410057:30 AM 010017:45 AM 400158:00 AM 420068:15 AM 300148:30 AM 320168:45 AM 30025Count Total2560536Peak Hour13 4 0 4 21LOGAN AVE LOGAN AVE225 LOGAN DWY 225 LOGAN DWY (303) 216-2439www.alltrafficdata.netLocation:5 LOGAN AVE & 225 LOGAN DWY PMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:04:00 PM - 05:00 PMPeak 15-Minutes:04:00 PM - 04:15 PMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk000000000.00NSEW0.000.000.000.00()()()()()()()()0 0 0 000000000 0 0 0 0 225 LOGAN DWY 225 LOGAN DWY LOGAN AVELOGAN AVE1420 75350N SEW0 0 26496577160190 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn4:00 PM0000 000 000 000 000004:15 PM0000 000 000 000 000004:30 PM0000 000 000 000 000004:45 PM0000 000 000 000 000005:00 PM0000 000 000 000 000005:15 PM 000 000 000 000 000005:30 PM 000 000 000 000 000005:45 PM 000 000 000 000 00000Count Total000 000 000 000 00000Peak Hour000 000 000 000 00000HV% PHF0.000.000.000.000.0%0.0%0.0%0.0%0.0% 0.00EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total00000Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 1 14:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total00011Peak Hour00011Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB4:00 PM 86 21 0 28 1354:15 PM 71 12 0 19 1024:30 PM 95 22 0 39 1564:45 PM 98 20 0 56 1745:00 PM 121 37 0 62 2205:15 PM 70 14 0 41 1255:30 PM 75 22 0 32 1295:45 PM 69 20 0 38 127Count Total685168 03151,168Peak Hour350 75 0 142 567 LOGAN AVE-SMITHERS AVE LOGAN AVE-SMITHERS AVE3RD ST 3RD ST (303) 216-2439www.alltrafficdata.netLocation:6 LOGAN AVE-SMITHERS AVE & 3RD ST AMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:08:00 AM - 09:00 AMPeak 15-Minutes:08:45 AM - 09:00 AMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk66 6302779226700.97NSEW0.830.000.750.94(107)(96)()(486)()(485)(14)(2)0 0 66 000220758000 0 5 4 0 3RD ST 3RD ST LOGAN AVE-SMITHERS AVELOGAN AVE-SMITHERS AVE94 102N SEW3 1 644511 0 0 0 00002000020020NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn7:00 AM2530934 000 000 0100 5400107:15 AM28501141 000 000 050 5800107:30 AM3110556 000 001 060 6900107:45 AM32601745 000 001 090 7200008:00 AM34201556 000 001 0120 8600208:15 AM 01453 000 000 0150 8410108:30 AM 01645 000 002 0190 8410108:45 AM 01353 000 002 0200 880000Count Total0100383 000 007 0960 5952070Peak Hour058207 000 005 0660 3422040HV% PHF0.940.000.750.830.7%0.0%0.0%0.0%0.6% 0.97EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 000008:00 AM 100018:15 AM 000008:30 AM 000008:45 AM 10001Count Total20002Peak Hour20002Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000117:30 AM 000007:45 AM 000008:00 AM 000008:15 AM 000008:30 AM 100018:45 AM 00000Count Total10012Peak Hour10001Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB7:00 AM 010127:15 AM 112157:30 AM 000117:45 AM 000228:00 AM 120368:15 AM 021148:30 AM 122278:45 AM 04138Count Total3 12 6 14 35Peak Hour210 4 925LOGAN AVE-SMITHERS AVE LOGAN AVE-SMITHERS AVE3RD ST 3RD ST (303) 216-2439www.alltrafficdata.netLocation:6 LOGAN AVE-SMITHERS AVE & 3RD ST PMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:04:00 PM - 05:00 PMPeak 15-Minutes:04:15 PM - 04:30 PMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk000844183085600.91NSEW0.000.000.600.92()()()(1,558)()(1,561)(42)(45)0 0 0 000298270000 0 0 17 1 3RD ST 3RD ST LOGAN AVE-SMITHERS AVELOGAN AVE-SMITHERS AVE391139 850N SEW74 65 533220418700 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn4:00 PM87400203 000 000 000 21670604:15 PM85800225 000 100 000 24080604:30 PM80900201 000 000 000 20600504:45 PM79200198 000 000 000 21214 0 0 05:00 PM72900186 000 100 000 20040905:15 PM 00179 000 000 000 19160605:30 PM 00181 000 000 000 18920605:45 PM 00145 000 000 000 1492020Count Total001,518 000 200 000 1,60343 0 40 0Peak Hour00827 000 100 000 87429 0 17 0HV% PHF0.920.000.600.000.0%0.0%0.0%0.0%0.0% 0.91EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 1 0 0 0 15:30 PM 0 0 0 0 05:45 PM 0 0 0 0 0Count Total10001Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 1 14:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 1 0 15:45 PM 0 0 0 0 0Count Total00112Peak Hour00011Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB4:00 PM 016251131544:15 PM 01422681044:30 PM 030451001754:45 PM 025471101825:00 PM 016501352015:15 PM 036611282255:30 PM 028451081815:45 PM 0 6 9 83 98Count Total01713048451,320Peak Hour085139391615 (303) 216-2439www.alltrafficdata.netLocation:7 BURNETT AVE & 2ND ST AMTuesday, August 20, 2024Date:Peak Hour - All VehiclesNote: Total study counts contained in parentheses.Peak Hour:07:45 AM - 08:45 AMPeak 15-Minutes:07:45 AM - 08:00 AM003303595160000000000602100002000000004990000160.800.000.86027320.84(58)(41)0431(809)()413(766)()3974(141)(63)0.50142(21)(3)BURNETT AVE2ND STBURNETT AVEBURNETT PL2ND ST0.86NSEW(303) 216-2439www.alltrafficdata.netLocation:7 BURNETT AVE & 2ND ST PMTuesday, August 20, 2024Date:Peak Hour - All VehiclesNote: Total study counts contained in parentheses.Peak Hour:04:15 PM - 05:15 PMPeak 15-Minutes:04:30 PM - 04:45 PM00520474121400000001001601700001100000000149150000320.890.250.98033460.82(96)(71)1651(1,224)(1)552(1,019)()68196(399)(139)0.462811(51)(20)BURNETT AVE2ND STBURNETT AVEBURNETT PL2ND ST0.96NSEW Peak Hour -- PedestriansPeak Hour - Bicycles114137NSEW774910430000000002200000000000000000000000000000000000000000SEWN000110000000000000000000Peak Hour - PedestriansPeak Hour - Bicycles14435326NSEW1924203359141200000000013760000300001000100010100000000000000000000SEWN523312312202000000000202 Traffic Counts - Motorized VehiclesWestboundIntervalStart TimeUHLLBLTBRRHRNorthwestboundUHLLBLTBRRHRNorthboundUHLLBLTBRRHRNortheastboundUHLLBLTBRRHR7:00 AM0012240000030701107:15 AM008120000070861307:30 AM0090500000601010207:45 AM0013350000 0 10 0 106 1 4 08:00 AM0012350000060682408:15 AM0010020000090952208:30 AM0014340000080900608:45 AM001806000007061130Count Total0 0 96 12 33 0 0 00056067782500049916000Peak Hour0 0 33 0 359 5 16 0TotalEastboundIntervalStart TimeRollingHourUHLLBLTBRRHRSoutheastboundUHLLBLTBRRHRSouthboundUHLLBLTBRRHRSouthwestboundUHLLBLTBRRHR7:00 AM96 48600000000 00001020000000007:15 AM114 49800000001 00000050000000007:30 AM126 51100000000 00000030000000007:45 AM150 51600000001 00001060000000008:00 AM108 46500000000 00003050000000008:15 AM12700000001 00000060000000008:30 AM13100000000 00002040000000008:45 AM9900000000 0000002100000000Count Total95100000003 00007033100000000516Peak Hour00000002 00006021000000000Traffic Counts - Motorized VehiclesWestboundIntervalStart TimeUHLLBLTBRRHRNorthwestboundUHLLBLTBRRHRNorthboundUHLLBLTBRRHRNortheastboundUHLLBLTBRRHR4:00 PM0030430000 0 15 0 103 0 2 04:15 PM00384800000901174404:30 PM0044560000 0 17 0 118 4 2 04:45 PM0038280000 0 16 0 112 3 5 05:00 PM00294100000 0 10 0 127 1 3 05:15 PM003831100000130950205:30 PM10417100000 0 10 0 104 1 2 05:45 PM10317160000020095140Count Total2028936720000 0 110 0 871 14 24 0001491532000Peak Hour0 0 52 0 474 12 14 0TotalEastboundIntervalStart TimeRollingHourUHLLBLTBRRHRSoutheastboundUHLLBLTBRRHRSouthboundUHLLBLTBRRHRSouthwestboundUHLLBLTBRRHR4:00 PM169 76700000001 000000110000000004:15 PM199 79300000006 00002070000000004:30 PM207 77000000001 00005050000000004:45 PM192 74800000003 00003020000000005:00 PM195 74300000001 00006030010000005:15 PM17600000003 00005060000000005:30 PM18500000003 00003030000000005:45 PM18700000002 0000307000000000Count Total1,510000000020 000027044001000000793Peak Hour000000011 000016017001000000 BURNETT AVE BURNETT AVE3RD ST 3RD ST (303) 216-2439www.alltrafficdata.netLocation:8 BURNETT AVE & 3RD ST AMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:08:00 AM - 09:00 AMPeak 15-Minutes:08:30 AM - 08:45 AMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk39 810252665228000.84NSEW0.790.000.610.86(164)(70)()(407)()(481)(121)(101)0 0 23 00036203410016 0 40 26 0 3RD ST 3RD ST BURNETT AVEBURNETT AVE2212 86N SEW5 7 35111124 0 0 0 00000202000020NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn7:00 AM28701520 000 005 032 5670407:15 AM32701230 000 009 055 7811 0 6 07:30 AM31501432 000 006 031 7290707:45 AM3570734 000 0015 084 8110 0 3 08:00 AM38501556 000 006 047 9650308:15 AM 0539 000 008 061 6640308:30 AM 01256 000 0011 077 11413 0 8 08:45 AM 0952 000 0015 061 10914 0 12 0Count Total089319 000 0075 04228 67273 0 46 0Peak Hour041203 000 0040 02316 38536 0 26 0HV% PHF0.860.000.610.790.7%0.0%0.0%0.0%0.5% 0.84EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB7:00 AM 010017:15 AM 000007:30 AM 000007:45 AM 000008:00 AM 100018:15 AM 000008:30 AM 100018:45 AM 00000Count Total21003Peak Hour20002Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB7:00 AM 000007:15 AM 000007:30 AM 000007:45 AM 200138:00 AM 000008:15 AM 010018:30 AM 000008:45 AM 00000Count Total21014Peak Hour01001Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB7:00 AM 301487:15 AM 1248157:30 AM 0147127:45 AM 002358:00 AM 114398:15 AM 2228148:30 AM 022488:45 AM 334717Count Total10 11 23 44 88Peak Hour68122248BURNETT AVE BURNETT AVE3RD ST 3RD ST (303) 216-2439www.alltrafficdata.netLocation:8 BURNETT AVE & 3RD ST PMTuesday, August 20, 2024Date:Traffic Counts - Motorized VehiclesNote: Total study counts contained in parentheses.Motorized Vehicles Pedestrians/Bicycles in CrosswalkHeavy VehiclesPeak HourPeak Hour:04:00 PM - 05:00 PMPeak 15-Minutes:04:30 PM - 04:45 PMTraffic Counts - Heavy Vehicles, Bicycles on Road, and Pedestrians/Bicycles in Crosswalk81 181072314917184500.96NSEW0.890.000.870.96(372)(153)()(1,409)()(1,564)(362)(298)0 1 36 0001276061120044 0 68 81 0 3RD ST 3RD ST BURNETT AVEBURNETT AVE26850 76197N SEW30 20 29471391299899 0 0 0 00000000000000NSEW000 0 0 0 0 IntervalStart TimeRightLeft ThruTotalEastbound Westbound Northbound SouthboundU-TurnRollingHourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn4:00 PM1,075024148 0 0 0 0 013 0 911 26536 0 24 04:15 PM1,063032157 000 0018 168 26931 0 16 04:30 PM1,0520 30 153 0 0 0 0 0 22 0 10 13 28032 0 20 04:45 PM1,0220 26 148 0 0 0 0 0 15 0 11 12 26128 0 21 05:00 PM1,004017138 000 0025 099 25326 0 29 05:15 PM 0 20 143 0 0 0 0 0 27 0 11 7 25816 0 34 05:30 PM 0 29 135 0 0 0 0 0 24 0 3 9 25022 0 28 05:45 PM 0 22 130 0 0 0 0 0 27 0 7 17 24321 0 19 0Count Total0 200 1,152 0 0 0 0 0 171 1 66 86 2,079212 0 191 0Peak Hour0 112 606 0 0 0 0 0 68 1 36 44 1,075127 0 81 0HV% PHF0.960.000.870.890.0%0.0%0.0%0.0%0.0% 0.96EBWBNBSBAllHeavy VehiclesIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 0 05:00 PM 0 0 0 0 05:15 PM 0 0 0 0 05:30 PM 0 0 0 0 05:45 PM 1 0 0 0 1Count Total10001Peak Hour00000Bicycles on RoadwayIntervalStart TimeEBNB TotalWB SB4:00 PM 0 0 0 0 04:15 PM 0 0 0 0 04:30 PM 0 0 0 0 04:45 PM 0 0 0 1 15:00 PM 1 1 0 1 35:15 PM 1 0 0 0 15:30 PM 0 0 0 0 05:45 PM 1 1 0 0 2Count Total32027Peak Hour00011Pedestrians/Bicycles on CrosswalkIntervalStart TimeEBNB TotalWB SB4:00 PM 55 18 10 47 1304:15 PM 40 24 18 74 1564:30 PM 41 15 8 61 1254:45 PM 61 19 14 86 1805:00 PM 31 9 20 41 1015:15 PM 45 19 19 64 1475:30 PM 38 13 9 55 1155:45 PM 52 21 12 70 155Count Total363 138 110 498 1,109Peak Hour197 76 50 268 591 Renton Market – Renton, Washington Traffic Impact Analysis 36 APPENDIX C: EXISTING PEAK HOUR ANALYSIS 24-0640 Renton Market 1: City Center Parking Egress & 2nd StreetExisting AMHCM Unsignalized Intersection Capacity AnalysisExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 1 435 2 0Future Volume (Veh/h) 0 0 1 435 2 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 1 473 2 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 120 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 120 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1622 862 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 69 135 135 135 2Volume Left 10002Volume Right 00000cSH 1622 1700 1700 1700 862Volume to Capacity 0.00 0.08 0.08 0.08 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.1 0.0 0.0 0.0 9.2Lane LOS A AApproach Delay (s/veh) 0.0 9.2Approach LOS AIntersection SummaryAverage Delay 0.1Intersection Capacity Utilization 16.3% ICU Level of Service AAnalysis Period (min) 1524-0640 Renton Market 1: City Center Parking Egress & 2nd StreetExisting PMHCM Unsignalized Intersection Capacity AnalysisExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 654 88 1Future Volume (Veh/h) 0 0 0 654 88 1Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 0 711 96 1PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 178 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 178 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 88 100cM capacity (veh/h) 1622 795 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 178 178 178 178 97Volume Left 000096Volume Right 00001cSH 1700 1700 1700 1700 797Volume to Capacity 0.10 0.10 0.10 0.10 0.12Queue Length 95th (ft)000010Control Delay (s/veh) 0.0 0.0 0.0 0.0 10.1Lane LOS BApproach Delay (s/veh) 0.0 10.1Approach LOS BIntersection SummaryAverage Delay 1.2Intersection Capacity Utilization 21.1% ICU Level of Service AAnalysis Period (min) 15 24-0640 Renton Market 2: City Center Parking Ingress & 2nd StreetExisting AMHCM Unsignalized Intersection Capacity AnalysisExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 16 416 0 0Future Volume (Veh/h) 0 0 16 416 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 17 452 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 147 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 147 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 99 100 100cM capacity (veh/h) 1622 822 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 82 129 129 129Volume Left 17000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.01 0.08 0.08 0.08Queue Length 95th (ft)1000Control Delay (s/veh) 1.6 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.3Approach LOSIntersection SummaryAverage Delay 0.3Intersection Capacity Utilization 9.6% ICU Level of Service AAnalysis Period (min) 1524-0640 Renton Market 2: City Center Parking Ingress & 2nd StreetExisting PMHCM Unsignalized Intersection Capacity AnalysisExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 57 683 0 0Future Volume (Veh/h) 0 0 57 683 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 62 742 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 310 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 310 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 96 100 100cM capacity (veh/h) 1622 633 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 168 212 212 212Volume Left 62000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.04 0.12 0.12 0.12Queue Length 95th (ft)3000Control Delay (s/veh) 2.9 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.6Approach LOSIntersection SummaryAverage Delay 0.6Intersection Capacity Utilization 14.1% ICU Level of Service AAnalysis Period (min) 15 24-0640 Renton Market 3: Logan Avenue & 2nd StreetExisting AMTimingsExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 278 21 59 29 40Future Volume (vph) 278 21 59 29 40Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.16 0.11 0.03 0.06Control Delay (s/veh) 3.5 13.2 12.5 4.6Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 3.5 13.2 12.5 4.6LOS A BBAApproach Delay (s/veh) 3.6 13.3 8.0Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.16Intersection Signal Delay (s/veh): 5.4 Intersection LOS: AIntersection Capacity Utilization 26.1% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street24-0640 Renton Market 3: Logan Avenue & 2nd StreetExisting PMTimingsExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 485 29 21 27 225Future Volume (vph) 485 29 21 27 225Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.24 0.07 0.03 0.29Control Delay (s/veh) 9.6 12.9 12.4 3.4Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 9.6 12.9 12.4 3.4LOS A BBAApproach Delay (s/veh) 9.7 12.9 4.4Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.30Intersection Signal Delay (s/veh): 8.4 Intersection LOS: AIntersection Capacity Utilization 38.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street 24-0640 Renton Market 3: Logan Avenue & 2nd StreetExisting AMHCM Signalized Intersection Capacity AnalysisExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 16 278 129 21 59 0 0 29 40Future Volume (vph) 0 0 0 16 278 129 21 59 0 0 29 40Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 4.5 4.5Lane Util. Factor 0.86 1.00 1.00 1.00Frt 0.95 1.00 1.00 0.85Flt Protected 0.99 0.98 1.00 1.00Satd. Flow (prot) 6103 1838 1863 1583Flt Permitted 0.99 0.94 1.00 1.00Satd. Flow (perm) 6103 1758 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 17 302 140 23 64 0 0 32 43RTOR Reduction (vph)00007700000024Lane Group Flow (vph)00003820087003219Turn Type Perm NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 2 8 4Actuated Green, G (s) 33.5 32.5 32.5 32.5Effective Green, g (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43Clearance Time (s) 4.5 4.5 4.5 4.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2726 761 807 685v/s Ratio Prot0.02v/s Ratio Perm 0.06 c0.05 0.01v/c Ratio 0.13 0.11 0.03 0.02Uniform Delay, d1 12.2 12.6 12.2 12.1Progression Factor 0.40 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.0 0.0Delay (s) 5.0 12.7 12.3 12.2Level of Service A B B BApproach Delay (s/veh) 0.0 5.0 12.7 12.2Approach LOS AABBIntersection SummaryHCM 2000 Control Delay (s/veh) 7.0 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.13Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 26.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group24-0640 Renton Market 3: Logan Avenue & 2nd StreetExisting PMHCM Signalized Intersection Capacity AnalysisExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 29 485 117 29 21 0 0 27 225Future Volume (vph) 0 0 0 29 485 117 29 21 0 0 27 225Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 4.5 4.5Lane Util. Factor 0.86 1.00 1.00 1.00Frt 0.97 1.00 1.00 0.85Flt Protected 0.99 0.97 1.00 1.00Satd. Flow (prot) 6215 1810 1863 1583Flt Permitted 0.99 0.87 1.00 1.00Satd. Flow (perm) 6215 1635 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 32 527 127 32 23 0 0 29 245RTOR Reduction (vph)000055000000133Lane Group Flow (vph)000063100550029112Turn Type Perm NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 2 8 4Actuated Green, G (s) 33.5 32.5 32.5 32.5Effective Green, g (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43Clearance Time (s) 4.5 4.5 4.5 4.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2776 708 807 685v/s Ratio Prot0.02v/s Ratio Perm 0.10 0.03 c0.07v/c Ratio 0.22 0.07 0.03 0.16Uniform Delay, d1 12.7 12.4 12.2 12.9Progression Factor 0.86 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.0 0.5Delay (s) 11.2 12.5 12.3 13.4Level of Service B B B BApproach Delay (s/veh) 0.0 11.2 12.5 13.3Approach LOS ABBBIntersection SummaryHCM 2000 Control Delay (s/veh) 11.9 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.20Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 38.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 24-0640 Renton Market 4: Pavilion Center Driveway & Logan AvenueExisting AMHCM 7th TWSCExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 6IntersectionInt Delay, s/veh 0.7Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 2 5 66 2 4 56Future Vol, veh/h 2 5 66 2 4 56Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0 - - - - -Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 25722461Major/Minor Minor1 Major1 Major2Conflicting Flow All 142 73 0 0 74 0 Stage 1 73 - - - - - Stage 2 70 - - - - -Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 15.42-----Critical Hdwy Stg 25.42-----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 850 989 - - 1526 - Stage 1 950 - - - - - Stage 2 953 - - - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 848 989 - - 1526 -Mov Cap-2 Maneuver 848 - - - - - Stage 1 950 - - - - - Stage 2 950 - - - - -Approach WB NB SBHCM Control Delay, s/v 8.84 0 0.49HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 944 120 -HCM Lane V/C Ratio - - 0.008 0.003 -HCM Control Delay (s/veh) - - 8.8 7.4 0HCM Lane LOS - - A A AHCM 95th %tile Q(veh) - - 0 0 -24-0640 Renton Market 4: Pavilion Center Driveway & Logan AvenueExisting PMHCM 7th TWSCExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 6IntersectionInt Delay, s/veh 7.4Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Vol, veh/h 0 9 1 0 11 0Future Vol, veh/h 0 9 1 0 11 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length 0-----Veh in Median Storage, # 0 - 0 - - 0Grade, % 0 - 0 - - 0Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 01010120Major/Minor Minor1 Major1 Major2Conflicting Flow All 25 1 0 0 1 0 Stage 1 1----- Stage 2 24-----Critical Hdwy 6.42 6.22 - - 4.12 -Critical Hdwy Stg 15.42-----Critical Hdwy Stg 25.42-----Follow-up Hdwy 3.518 3.318 - - 2.218 -Pot Cap-1 Maneuver 991 1083 - - 1622 - Stage 1 1022----- Stage 2 999-----Platoon blocked, % - - -Mov Cap-1 Maneuver 983 1083 - - 1622 -Mov Cap-2 Maneuver 983----- Stage 1 1022----- Stage 2 991-----Approach WB NB SBHCM Control Delay, s/v 8.35 0 7.24HCM LOS AMinor Lane/Major Mvmt NBT NBRWBLn1 SBL SBTCapacity (veh/h) - - 1083 1622 -HCM Lane V/C Ratio - - 0.009 0.007 -HCM Control Delay (s/veh) - - 8.4 7.2 0HCM Lane LOS - - A A AHCM 95th %tile Q(veh) - - 0 0 - 24-0640 Renton Market 5: Logan Avenue & Driveway n/of 3rd StreetExisting AMHCM 7th TWSCExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 8IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 5 0 63 60 6Future Vol, veh/h 1 5 0 63 60 6Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 1 5 06865 7Major/Minor Minor2 Major1 Major2Conflicting Flow All 137 68 - 0 - 0 Stage 1 68 - - - - - Stage 2 68 - - - - -Critical Hdwy 6.42 6.22 - - - -Critical Hdwy Stg 15.42-----Critical Hdwy Stg 25.42-----Follow-up Hdwy 3.518 3.318 - - - -Pot Cap-1 Maneuver 856 995 0 - - - Stage 1 954 - 0 - - - Stage 2 954 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 856 995 - - - -Mov Cap-2 Maneuver 856 - - - - - Stage 1 954 - - - - - Stage 2 954 - - - - -Approach EB NB SBHCM Control Delay, s/v 8.64 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h) - 995 - -HCM Lane V/C Ratio - 0.005 - -HCM Control Delay (s/veh) - 8.6 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) - 0 - -24-0640 Renton Market 5: Logan Avenue & Driveway n/of 3rd StreetExisting PMHCM 7th TWSCExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 8IntersectionInt Delay, s/veh 0Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 0 0 0Future Vol, veh/h 0 0 0 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0----Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 0 0 0 0Major/Minor Minor2 Major1 Major2Conflicting Flow All - 1 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 1083 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver - 1083----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h)----HCM Lane V/C Ratio----HCM Control Delay (s/veh) - 0 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) ---- 24-0640 Renton Market 6: 3rd Street & Logan AvenueExisting AMTimingsExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 9Lane Group EBT NBR SBLLane ConfigurationsTraffic Volume (vph) 207 9 66Future Volume (vph) 207 9 66Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 3Detector Phase 2 3 4Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30.0%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5 18.0Actuated g/C Ratio 0.41 0.11 0.36v/c Ratio 0.20 0.01 0.11Control Delay (s/veh) 9.9 0.0 13.3Queue Delay 0.0 0.0 0.0Total Delay (s/veh) 9.9 0.0 13.3LOS AABApproach Delay (s/veh) 9.9Approach LOS AIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.20Intersection Signal Delay (s/veh): 10.3 Intersection LOS: BIntersection Capacity Utilization 26.1% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue24-0640 Renton Market 6: 3rd Street & Logan AvenueExisting PMTimingsExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 9Lane Group EBT NBR Ø4Lane ConfigurationsTraffic Volume (vph) 827 17Future Volume (vph) 827 17Turn Type NA PermProtected Phases 2 4Permitted Phases 3Detector Phase 2 3Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0Total Lost Time (s) 4.5 4.5Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5Actuated g/C Ratio 0.41 0.11v/c Ratio 0.64 0.03Control Delay (s/veh) 14.2 0.1Queue Delay 0.0 0.0Total Delay (s/veh) 14.2 0.1LOS B AApproach Delay (s/veh) 14.2Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.64Intersection Signal Delay (s/veh): 14.0 Intersection LOS: BIntersection Capacity Utilization 35.4% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue 24-0640 Renton Market 6: 3rd Street & Logan AvenueExisting AMHCM Signalized Intersection Capacity AnalysisExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 5820720000096600Future Volume (vph) 5820720000096600Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 5.0Lane Util. Factor 0.95 1.00 1.00Frt 0.99 0.86 1.00Flt Protected 0.98 1.00 0.95Satd. Flow (prot) 3498 1611 1770Flt Permitted 0.98 1.00 0.95Satd. Flow (perm) 3498 1611 1770Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 63225200000107200RTOR Reduction (vph)0100000010000Lane Group Flow (vph) 0 28900000007200Turn Type Perm NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1 18.0Effective Green, g (s) 16.9 1.1 18.0Actuated g/C Ratio 0.34 0.02 0.36Clearance Time (s) 4.5 4.5 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1182 35 637v/s Ratio Protc0.04v/s Ratio Perm 0.08 c0.00v/c Ratio 0.24 0.00 0.11Uniform Delay, d1 11.9 23.9 10.6Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.4 0.0 0.3Delay (s) 12.4 23.9 11.0Level of Service B C BApproach Delay (s/veh) 12.4 0.0 23.9 11.0Approach LOS B A C BIntersection SummaryHCM 2000 Control Delay (s/veh) 12.5 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.17Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 26.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group24-0640 Renton Market 6: 3rd Street & Logan AvenueExisting PMHCM Signalized Intersection Capacity AnalysisExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0827290000017000Future Volume (vph) 0827290000017000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5Lane Util. Factor 0.95 1.00Frt 0.99 0.86Flt Protected 1.00 1.00Satd. Flow (prot) 3521 1611Flt Permitted 1.00 1.00Satd. Flow (perm) 3521 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0899320000018000RTOR Reduction (vph)0600000018000Lane Group Flow (vph) 0 9250000000000Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1Effective Green, g (s) 16.9 1.1Actuated g/C Ratio 0.34 0.02Clearance Time (s) 4.5 4.5Vehicle Extension (s) 3.0 3.0Lane Grp Cap (vph) 1190 35v/s Ratio Prot c0.26v/s Ratio Permc0.00v/c Ratio 0.77 0.01Uniform Delay, d1 14.8 23.9Progression Factor 1.00 1.00Incremental Delay, d2 5.0 0.1Delay (s) 19.8 24.0Level of Service B CApproach Delay (s/veh) 19.8 0.0 24.0 0.0Approach LOS B A C AIntersection SummaryHCM 2000 Control Delay (s/veh) 20.0 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.37Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 35.4% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 24-0640 Renton Market 7: Burnett Avenue & 2nd StreetExisting AMTimingsExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 11Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 359 58 16 6 21Future Volume (vph) 359 58 16 6 21Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 9.5 23.0 23.0 23.0Total Split (s) 25.0 25.0 50.0 25.0 25.0Total Split (%) 33.3% 33.3% 66.7% 33.3% 33.3%Yellow Time (s) 4.0 3.5 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 4.5 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max None Max Max MaxAct Effct Green (s) 20.0 8.1 45.0 36.7 36.7Actuated g/C Ratio 0.27 0.11 0.60 0.49 0.49v/c Ratio 0.32 0.33 0.01 0.00 0.02Control Delay (s/veh) 22.5 34.9 6.1 13.3 0.0Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 22.5 34.9 6.1 13.3 0.0LOS CCABAApproach Delay (s/veh) 22.5 28.8 3.1Approach LOS C C AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 60Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.33Intersection Signal Delay (s/veh): 22.4 Intersection LOS: CIntersection Capacity Utilization 28.0% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street24-0640 Renton Market 7: Burnett Avenue & 2nd StreetExisting PMTimingsExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 11Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 474 164 32 16 17Future Volume (vph) 474 164 32 16 17Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 9.5 23.0 23.0 23.0Total Split (s) 25.0 25.0 50.0 25.0 25.0Total Split (%) 33.3% 33.3% 66.7% 33.3% 33.3%Yellow Time (s) 4.0 3.5 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 4.5 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max None Max Max MaxAct Effct Green (s) 20.0 12.8 45.0 27.7 27.7Actuated g/C Ratio 0.27 0.17 0.60 0.37 0.37v/c Ratio 0.43 0.58 0.03 0.02 0.02Control Delay (s/veh) 23.8 36.1 6.2 17.3 0.0Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 23.8 36.1 6.2 17.3 0.0LOS CDABAApproach Delay (s/veh) 23.8 31.2 8.5Approach LOS C C AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 60Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.59Intersection Signal Delay (s/veh): 25.1 Intersection LOS: CIntersection Capacity Utilization 35.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street 24-0640 Renton Market 7: Burnett Avenue & 2nd StreetExisting AMHCM Signalized Intersection Capacity AnalysisExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 12Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0003335916581600621Future Volume (vph) 0003335916581600621Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 4.5 5.0 5.0 5.0Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 0.85Flt Protected 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 5036 1770 1863 1863 1583Flt Permitted 0.99 0.95 1.00 1.00 1.00Satd. Flow (perm) 5036 1770 1863 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0003639017631700723RTOR Reduction (vph)0000600000012Lane Group Flow (vph)00004370631700711Turn Type Perm NA Prot NA NA PermProtected Phases 2 3 8 4Permitted Phases 2 4Actuated Green, G (s) 18.2 5.6 46.8 36.7 36.7Effective Green, g (s) 18.2 5.6 46.8 36.7 36.7Actuated g/C Ratio 0.24 0.07 0.62 0.49 0.49Clearance Time (s) 5.0 4.5 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1222 132 1162 911 774v/s Ratio Prot c0.04 c0.01 0.00v/s Ratio Perm 0.09 0.01v/c Ratio 0.35 0.47 0.01 0.00 0.01Uniform Delay, d1 23.5 33.2 5.3 9.8 9.8Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.8 2.7 0.0 0.0 0.0Delay (s) 24.3 36.0 5.3 9.8 9.8Level of Service C D A A AApproach Delay (s/veh) 0.0 24.3 29.4 9.8Approach LOS A C C AIntersection SummaryHCM 2000 Control Delay (s/veh) 24.3 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.16Actuated Cycle Length (s) 75.0 Sum of lost time (s) 14.5Intersection Capacity Utilization 28.0% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group24-0640 Renton Market 7: Burnett Avenue & 2nd StreetExisting PMHCM Signalized Intersection Capacity AnalysisExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 12Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 52 474 14 164 32 0 0 16 17Future Volume (vph) 0 0 0 52 474 14 164 32 0 0 16 17Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 4.5 5.0 5.0 5.0Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 0.85Flt Protected 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 5041 1770 1863 1863 1583Flt Permitted 0.99 0.95 1.00 1.00 1.00Satd. Flow (perm) 5041 1770 1863 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 57 515 15 178 35 0 0 17 18RTOR Reduction (vph)0000400000011Lane Group Flow (vph)000058301783500177Turn Type Perm NA Prot NA NA PermProtected Phases 2 3 8 4Permitted Phases 2 4Actuated Green, G (s) 20.0 12.8 45.0 27.7 27.7Effective Green, g (s) 20.0 12.8 45.0 27.7 27.7Actuated g/C Ratio 0.27 0.17 0.60 0.37 0.37Clearance Time (s) 5.0 4.5 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1344 302 1117 688 584v/s Ratio Prot c0.10 c0.02 0.01v/s Ratio Perm 0.12 0.00v/c Ratio 0.43 0.58 0.03 0.02 0.01Uniform Delay, d1 22.8 28.6 6.1 15.0 14.9Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 2.9 0.0 0.0 0.0Delay (s) 23.8 31.6 6.1 15.1 15.0Level of Service C C A B BApproach Delay (s/veh) 0.0 23.8 27.4 15.0Approach LOS A C C BIntersection SummaryHCM 2000 Control Delay (s/veh) 24.4 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.28Actuated Cycle Length (s) 75.0 Sum of lost time (s) 14.5Intersection Capacity Utilization 35.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 24-0640 Renton Market 8: 3rd Street & Burnett AvenueExisting AMTimingsExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 13Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 203 36 40 26 23 16Future Volume (vph) 203 36 40 26 23 16Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 29.0 29.0 20.0 20.0Total Split (s) 34.0 34.0 31.0 31.0 31.0 31.0Total Split (%) 52.3% 52.3% 47.7% 47.7% 47.7% 47.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 10.0 10.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 14.0 14.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 29.0 29.0 17.0 17.0 26.0Actuated g/C Ratio 0.45 0.45 0.26 0.26 0.40v/c Ratio 0.16 0.04 0.08 0.06 0.06Control Delay (s/veh) 11.1 0.1 18.8 6.8 12.4Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 11.1 0.1 18.8 6.8 12.4LOS BABA BApproach Delay (s/veh) 9.8 14.1 12.4Approach LOS A B BIntersection SummaryCycle Length: 65Actuated Cycle Length: 65Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 60Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.17Intersection Signal Delay (s/veh): 10.8 Intersection LOS: BIntersection Capacity Utilization 34.3% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue24-0640 Renton Market 8: 3rd Street & Burnett AvenueExisting PMTimingsExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 13Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 606 127 68 81 36 44Future Volume (vph) 606 127 68 81 36 44Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 29.0 29.0 20.0 20.0Total Split (s) 34.0 34.0 31.0 31.0 31.0 31.0Total Split (%) 52.3% 52.3% 47.7% 47.7% 47.7% 47.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 10.0 10.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 14.0 14.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 29.0 29.0 17.0 17.0 26.0Actuated g/C Ratio 0.45 0.45 0.26 0.26 0.40v/c Ratio 0.49 0.17 0.15 0.18 0.13Control Delay (s/veh) 14.2 1.4 19.5 6.1 13.1Queue Delay 1.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 15.3 1.4 19.5 6.1 13.1LOS BABA BApproach Delay (s/veh) 13.2 12.3 13.1Approach LOS B B BIntersection SummaryCycle Length: 65Actuated Cycle Length: 65Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 60Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.50Intersection Signal Delay (s/veh): 13.1 Intersection LOS: BIntersection Capacity Utilization 49.3% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue 24-0640 Renton Market 8: 3rd Street & Burnett AvenueExisting AMHCM Signalized Intersection Capacity AnalysisExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 41203360000402623160Future Volume (vph) 41203360000402623160Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 14.0 14.0 5.0Lane Util. Factor 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 0.97Satd. Flow (prot) 3510 1583 1863 1583 1809Flt Permitted 0.99 1.00 1.00 1.00 0.87Satd. Flow (perm) 3510 1583 1863 1583 1631Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 45221390000432825170RTOR Reduction (vph) 0 0 220000021000Lane Group Flow (vph) 0 266 1700004370420Turn Type Perm NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 6 8 4Actuated Green, G (s) 29.0 29.0 17.0 17.0 26.0Effective Green, g (s) 29.0 29.0 17.0 17.0 26.0Actuated g/C Ratio 0.45 0.45 0.26 0.26 0.40Clearance Time (s) 5.0 5.0 14.0 14.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1566 706 487 414 652v/s Ratio Prot 0.02v/s Ratio Perm 0.08 0.01 0.00 c0.03v/c Ratio 0.16 0.02 0.08 0.01 0.06Uniform Delay, d1 10.7 10.0 18.1 17.8 12.0Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.0 0.3 0.0 0.1Delay (s) 11.0 10.1 18.4 17.8 12.1Level of Service B B B B BApproach Delay (s/veh) 10.9 0.0 18.2 12.1Approach LOS BABBIntersection SummaryHCM 2000 Control Delay (s/veh) 12.3 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.14Actuated Cycle Length (s) 65.0 Sum of lost time (s) 19.0Intersection Capacity Utilization 34.3% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group24-0640 Renton Market 8: 3rd Street & Burnett AvenueExisting PMHCM Signalized Intersection Capacity AnalysisExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1126061270000688136440Future Volume (vph) 1126061270000688136440Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 14.0 14.0 5.0Lane Util. Factor 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 0.97Satd. Flow (prot) 3512 1583 1863 1583 1822Flt Permitted 0.99 1.00 1.00 1.00 0.87Satd. Flow (perm) 3512 1583 1863 1583 1632Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1226591380000748839480RTOR Reduction (vph) 0 0 760000065000Lane Group Flow (vph) 0 781 62000074230870Turn Type Perm NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 6 8 4Actuated Green, G (s) 29.0 29.0 17.0 17.0 26.0Effective Green, g (s) 29.0 29.0 17.0 17.0 26.0Actuated g/C Ratio 0.45 0.45 0.26 0.26 0.40Clearance Time (s) 5.0 5.0 14.0 14.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1566 706 487 414 652v/s Ratio Prot 0.04v/s Ratio Perm 0.22 0.04 0.01 c0.05v/c Ratio 0.49 0.08 0.15 0.05 0.13Uniform Delay, d1 12.8 10.3 18.4 17.9 12.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 0.2 0.6 0.2 0.4Delay (s) 13.9 10.6 19.1 18.2 12.7Level of Service B B B B BApproach Delay (s/veh) 13.4 0.0 18.6 12.7Approach LOS BABBIntersection SummaryHCM 2000 Control Delay (s/veh) 14.1 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.39Actuated Cycle Length (s) 65.0 Sum of lost time (s) 19.0Intersection Capacity Utilization 49.3% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 24-0640 Renton Market 22: 2nd Street & Burnett Place Existing AMHCM Unsignalized Intersection Capacity AnalysisExisting AM 24-0640 Renton Market 1:56 pm 08/12/2024 Existing AM Synchro 12 ReportCivTech Inc.Page 15Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 00390502PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 395 393 100vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 395 393 100tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1160 584 936Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 111 111 111 61 2Volume Left 00000Volume Right 00052cSH 1700 1700 1700 1700 936Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 1524-0640 Renton Market 22: 2nd Street & Burnett Place Existing PMHCM Unsignalized Intersection Capacity AnalysisExisting PM 24-0640 Renton Market 10:23 am 09/06/2024 Existing PM Synchro 12 ReportCivTech Inc.Page 15Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 00390502PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 395 393 100vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 395 393 100tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1160 584 936Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 111 111 111 61 2Volume Left 00000Volume Right 00052cSH 1700 1700 1700 1700 936Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 15 Renton Market – Renton, Washington Traffic Impact Analysis 37 APPENDIX D: CRASH ANALYSIS WORKSHEETS Renton Market – Renton, Washington Traffic Impact Analysis 38 APPENDIX E: TRIP GENERATION CALCULATIONS Renton MarketTrip GenerationProposedMethodology OverviewBox 1 - Define Study Site Land Use Type&Site Characteristics,| Box 2 - Define Site Context | Box 3 - Define Analysis Objectives Trip Types&Time PeriodLand Use Types and SizeProposed Use Amount Units ITE LUC ITE Land Use NameFood Cart Pod 12 Food Carts 926 Food Cart PodSit Down Restaurant 3.210 1,000 square feet 932 High Turnover(Sit Down) RestaurantBox 4 - Is Study Site Multimodal?Box 5/Box 9 - Estimate Baseline Trips/Estimate Vehicular Trips (Determine Equation)Equation Type: Equation Used [Equated Rate] (Type Abbreviations: Weighted Average Rate ("WA"), Fitted Curve (Type: Equation Used [Equated Rate]Proposed Use ADT AM Peak Hour PM Peak Hour (not used)Food Cart Pod C: T=X*23.7 [23.70]C: T=X*0.35 [0.35] FC: T=6.98*X-7.59 [6.35]N/A: []Sit Down Restaurant WA: T=X*107.2 [107.20] WA: T=X*9.57 [9.57] WA: T=X*9.05 [9.05]N/A: []October 2024This form facilitates trip generation estimation using data within the Institute of Transportation Engineer's (ITE) Trip Generation Manual, 11th Edition and methodology described within ITE's Trip Generation Handbook, 3rd Edition. These references will be referred to as Manual and Handbook, respectively. The Manual contains data collected by various transportation professionals for a wide range of different land uses, with each land use category represented by a land use code (LUC). Average rates and equations have been established that correlate the relationship between an independent variable that describes the development size and generated trips for each categorized LUC in various settings and time periods. The Handbook indicates an established methodology for how to use data contained within the Manual when to use the fitted curve instead of the average rate and when to adjustments to the volume of trips are appropriate and how to do so. The methodology steps are represented visually in boxes in Figure 3.1. This worksheet applies calculations for each box if applicable.The analyst is to pick an appropriate LUC(s) based on the subject's zoning/land use(s)/future land use(s). The size of the land use(s) is described in reference to an independent variable(s) specific to (each) the land use (example: 1,000 square feet of building area is relatively common). Context assessment is to "simply determine whether the study sites is in a multimodal setting" and "could have persons accessing the site by walking, bicycling, or riding transit." This assessment is used in Box 4. The Manual separates data into 4 setting categories - Rural, General Urban/Suburban, Dense Multi-Urban Use and Center City Core. This worksheet uses the following abbreviations, respectively: R, G, D, and C. The Manual does not have data for all settings of all land use codes. The "General Urban/Suburban" setting is used by default.This tool will focus on vehicular trips for a 24-hour period on a typical weekday as well as its AM peak hour and PM peak hour. Other time period(s) may be of interest. Vehicle trips are estimated using rates/equations applicable to each LUC. When the appropriate graph has a fitted curve, the Handbook has a process (Figure 4.2) to determine when to use it versus using the weighted average rate or collecting local data. The methodology requires for engineering judgement in some circumstances and permits engineering judgement to override or make adjustments when appropriate to best project (example 1: study site is expected to operate differently than data in the applicable land use code - such as restaurant that is closed in the morning or in the evening; example 2: LUC data in a localized area fails to be represented by the typically selected fitted curve/weighted average rate - a small shop/LUC 820, AM peak hour is skewed by the high y-intercept).Per the Handbook, "if the objective is to establish a local trip generation rate for a particular land use or study site, the simplified approach (Box 9) may be acceptable but the Box 5 through 8 approach is required if the study site is located in an infill setting, contains a mix of uses on-site, or is near significant transit service." Page 1 of 4Appendix ESeptember 2024 Renton MarketTrip GenerationProposedOctober 2024Box 5/Box 9 - Estimate Baseline Trips/Estimate Vehicular Trips (Apply Equations and in/out Distributions)Baseline Vehicular TripsADT AM Peak Hour PM Peak Hour (not used)Proposed Use % In In Out Total % In In Out Total % In In Out Total% In In Out TotalFood Cart Pod 50% 142 142 284 50% 2 2 4 55% 42 34 760% 000Sit Down Restaurant 50% 172 172 344 55% 17 14 31 61% 18 11 290% 000Totals 314 314 628 19 16 35 60 45 105Box 6 - Convert Baseline Vehicle Trips to Person TripsIf no vehicle trip reductions are to be applied, this portion may be ignored. The Handbook states "There are not enough samples to derive precise percentages by mode...however, for all but one,...the motor vehicle percentage of total person trips is at least 96 percent." and "[vehicle occupancy for] many of the most commonly analyzed land use codes are not [available]." This form assumes that the total baseline vehicle trips for all land use codes accounts for 90% of total person trips. Unless otherwise specified, this form later reverses the conversion in Box 8.If vehicle trip reductions are not applied for internal capture and alternative mode, vehicle trips may be separtated into vehicle trip subsets (pass-by trips, diverted trips, truck trips, new passenger vehicle trips) as part of Box 10. If vehicle trip reductions are to be applied, continue to Box 6.Page 2 of 4Appendix ESeptember 2024 Renton MarketTrip GenerationProposedOctober 2024External Vehicular TripsADT AM Peak Hour PM Peak Hour (not used)Proposed Use In Out Total In Out Total In Out TotalIn Out TotalFood Cart Pod 142 142 284 2 2 4 42 34 76000Sit Down Restaurant 172 172 344 17 14 31 18 11 29000Totals 314 314 628 19 16 35 60 45 105000The vehicle occupancy and baseline alternate mode are now factored out from the external trips in vehicles, after any adjustments for internal capture and additional alternate mode from Box 7. In B 6 hi l i id d f 90% f l i Al d i i ddi i h b li if d f i B I i i d h hi l iPage 3 of 4Appendix ESeptember 2024 Renton MarketTrip GenerationProposedOctober 2024Net New [Non-Truck] TripsADT AM Peak Hour PM Peak Hour (not used)Proposed Use In Out Total In Out Total In Out TotalIn Out TotalFood Cart Pod 142 142 284 2 2 4 42 34 76000Sit Down Restaurant 172 172 344 17 14 31 12 5 17000Totals 314 314 628 19 16 35 54 39 93000Net New Trips. Pass-by trips and truck trips may be subtracted from the total external vehicle trips, if applicable/data available. Diverted link trips may also be separated, but are often (conservatively) grouped with primary trips.Page 4 of 4Appendix ESeptember 2024 Renton Market – Renton, Washington Traffic Impact Analysis 39 APPENDIX F: BACKGROUND GROWTH CALCULATIONS Renton Market Background Traffic Calculations Location of counts:Confirmed with the city that 2% was acceptableSource(s): Year Volume Start 99 99 End 99 99 AAGR #DIV/0! Exp Factor 1.000 Growth Rate Used 2.0% Per-Year Multiplier 1.020 Expansion Year Factor(s) 2024 1.000 2025 1.020 2026 1.040 Opening 2027 1.061 2028 1.082 2029 1.104 2030 1.126 2031 1.149 5-Year Horizon 2032 1.172 2033 1.195 2034 1.219 2035 1.243 2036 1.268 2037 1.294 2038 1.319 2039 1.346 2040 1.373 2041 1.400 2042 1.428 2043 1.457 2044 1.486 2045 1.516 2046 1.546 2047 1.577 2048 1.608 2049 1.641 2050 1.673 2051 1.707 2052 1.741 2053 1.776 2054 1.811 2055 1.848 2056 1.885 Appendix F Page 1 September 2024 Renton Market – Renton, Washington Traffic Impact Analysis 40 APPENDIX G: TURN LANE WARRANTS Renton Market – Renton, Washington Traffic Impact Analysis 41 APPENDIX H: 2026 NO BUILD PEAK HOUR ANALYSIS 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 1 470 10 0Future Volume (Veh/h) 0 0 1 470 10 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 1 511 11 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 130 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 130 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 99 100cM capacity (veh/h) 1622 851 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 74 146 146 146 11Volume Left 100011Volume Right 00000cSH 1622 1700 1700 1700 851Volume to Capacity 0.00 0.09 0.09 0.09 0.01Queue Length 95th (ft)00001Control Delay (s/veh) 0.1 0.0 0.0 0.0 9.3Lane LOS A AApproach Delay (s/veh) 0.0 9.3Approach LOS AIntersection SummaryAverage Delay 0.2Intersection Capacity Utilization 16.8% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 680 92 1Future Volume (Veh/h) 0 0 0 680 92 1Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 0 739 100 1PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 185 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 185 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 87 100cM capacity (veh/h) 1622 787 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 185 185 185 185 101Volume Left 0000100Volume Right 00001cSH 1700 1700 1700 1700 789Volume to Capacity 0.11 0.11 0.11 0.11 0.13Queue Length 95th (ft)000011Control Delay (s/veh) 0.0 0.0 0.0 0.0 10.2Lane LOS BApproach Delay (s/veh) 0.0 10.2Approach LOS BIntersection SummaryAverage Delay 1.2Intersection Capacity Utilization 21.7% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 34 442 0 0Future Volume (Veh/h) 0 0 34 442 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 37 480 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 194 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 194 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 98 100 100cM capacity (veh/h) 1622 759 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 106 137 137 137Volume Left 37000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.02 0.08 0.08 0.08Queue Length 95th (ft)2000Control Delay (s/veh) 2.7 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.5Approach LOSIntersection SummaryAverage Delay 0.5Intersection Capacity Utilization 10.3% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 59 710 0 0Future Volume (Veh/h) 0 0 59 710 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 64 772 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 321 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 321 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 96 100 100cM capacity (veh/h) 1622 622 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 174 221 221 221Volume Left 64000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.04 0.13 0.13 0.13Queue Length 95th (ft)3000Control Delay (s/veh) 2.9 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.6Approach LOSIntersection SummaryAverage Delay 0.6Intersection Capacity Utilization 14.5% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG$0Timings2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 296 22 61 30 42Future Volume (vph) 296 22 61 30 42Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.17 0.11 0.04 0.06Control Delay (s/veh) 4.1 13.2 12.5 4.5Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 4.1 13.2 12.5 4.5LOS A BBAApproach Delay (s/veh) 4.1 13.3 7.9Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.17Intersection Signal Delay (s/veh): 5.8 Intersection LOS: AIntersection Capacity Utilization 26.7% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG30Timings2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 504 30 22 28 234Future Volume (vph) 504 30 22 28 234Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.25 0.08 0.03 0.31Control Delay (s/veh) 9.7 12.9 12.5 4.1Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 9.7 12.9 12.5 4.1LOS A BBAApproach Delay (s/veh) 9.8 13.0 5.1Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.31Intersection Signal Delay (s/veh): 8.7 Intersection LOS: AIntersection Capacity Utilization 39.7% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG$0HCM Signalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 19 296 135 22 61 0 0 30 42Future Volume (vph) 0 0 0 19 296 135 22 61 0 0 30 42Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 4.5 4.5Lane Util. Factor 0.86 1.00 1.00 1.00Frt 0.95 1.00 1.00 0.85Flt Protected 0.99 0.98 1.00 1.00Satd. Flow (prot) 6106 1838 1863 1583Flt Permitted 0.99 0.94 1.00 1.00Satd. Flow (perm) 6106 1756 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 21 322 147 24 66 0 0 33 46RTOR Reduction (vph)00008100000026Lane Group Flow (vph)00004090090003320Turn Type Perm NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 2 8 4Actuated Green, G (s) 33.5 32.5 32.5 32.5Effective Green, g (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43Clearance Time (s) 4.5 4.5 4.5 4.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2727 760 807 685v/s Ratio Prot0.02v/s Ratio Perm 0.07 c0.05 0.01v/c Ratio 0.14 0.11 0.04 0.02Uniform Delay, d1 12.3 12.6 12.2 12.1Progression Factor 0.46 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.0 0.0Delay (s) 5.8 12.7 12.3 12.2Level of Service A B B BApproach Delay (s/veh) 0.0 5.8 12.7 12.3Approach LOS AABBIntersection SummaryHCM 2000 Control Delay (s/veh) 7.6 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.13Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 26.7% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG30HCM Signalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 30 504 122 30 22 0 0 28 234Future Volume (vph) 0 0 0 30 504 122 30 22 0 0 28 234Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 4.5 4.5Lane Util. Factor 0.86 1.00 1.00 1.00Frt 0.97 1.00 1.00 0.85Flt Protected 0.99 0.97 1.00 1.00Satd. Flow (prot) 6214 1810 1863 1583Flt Permitted 0.99 0.87 1.00 1.00Satd. Flow (perm) 6214 1633 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 33 548 133 33 24 0 0 30 254RTOR Reduction (vph)000055000000125Lane Group Flow (vph)000065900570030129Turn Type Perm NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 2 8 4Actuated Green, G (s) 33.5 32.5 32.5 32.5Effective Green, g (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43Clearance Time (s) 4.5 4.5 4.5 4.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2775 707 807 685v/s Ratio Prot0.02v/s Ratio Perm 0.11 0.03 c0.08v/c Ratio 0.23 0.08 0.03 0.18Uniform Delay, d1 12.8 12.4 12.2 13.1Progression Factor 0.86 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.0 0.6Delay (s) 11.2 12.5 12.3 13.7Level of Service B B B BApproach Delay (s/veh) 0.0 11.2 12.5 13.5Approach LOS ABBBIntersection SummaryHCM 2000 Control Delay (s/veh) 11.9 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.21Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 39.7% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 0 69 3 5 59Future Volume (Veh/h) 0 0 69 3 5 59Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 75 3 5 64PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 151 77 78vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 151 77 78tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 839 985 1520Direction, Lane # NB 1 SB 1Volume Total 78 69Volume Left 0 5Volume Right 3 0cSH 1700 1520Volume to Capacity 0.05 0.00Queue Length 95th (ft) 0 0Control Delay (s/veh) 0.0 0.6Lane LOS AApproach Delay (s/veh) 0.0 0.6Approach LOSIntersection SummaryAverage Delay 0.3Intersection Capacity Utilization 10.6% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0010110Future Volume (Veh/h) 0010110Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0010120PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 25 1 1vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 25 1 1tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 99cM capacity (veh/h) 983 1084 1622Direction, Lane # NB 1 SB 1Volume Total 1 12Volume Left 0 12Volume Right 0 0cSH 1700 1622Volume to Capacity 0.00 0.01Queue Length 95th (ft) 0 1Control Delay (s/veh) 0.0 7.2Lane LOS AApproach Delay (s/veh) 0.0 7.2Approach LOSIntersection SummaryAverage Delay 6.7Intersection Capacity Utilization 10.6% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW%DFNJURXQG$0HCM 7th TWSC2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 7IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 5 0 67 63 6Future Vol, veh/h 1 5 0 67 63 6Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 1 5 07368 7Major/Minor Minor2 Major1 Major2Conflicting Flow All 145 72 - 0 - 0 Stage 1 72 - - - - - Stage 2 73 - - - - -Critical Hdwy 6.42 6.22 - - - -Critical Hdwy Stg 15.42-----Critical Hdwy Stg 25.42-----Follow-up Hdwy 3.518 3.318 - - - -Pot Cap-1 Maneuver 848 991 0 - - - Stage 1 951 - 0 - - - Stage 2 950 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 848 991 - - - -Mov Cap-2 Maneuver 848 - - - - - Stage 1 951 - - - - - Stage 2 950 - - - - -Approach EB NB SBHCM Control Delay, s/v 8.65 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h) - 991 - -HCM Lane V/C Ratio - 0.005 - -HCM Control Delay (s/veh) - 8.7 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) - 0 - -5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW%DFNJURXQG30HCM 7th TWSC2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 7IntersectionInt Delay, s/veh 0Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 0 0 0Future Vol, veh/h 0 0 0 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0----Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 0 0 0 0Major/Minor Minor2 Major1 Major2Conflicting Flow All - 1 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 1083 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver - 1083----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h)----HCM Lane V/C Ratio----HCM Control Delay (s/veh) - 0 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) ---- 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG$0Timings2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 8Lane Group EBT NBR SBLLane ConfigurationsTraffic Volume (vph) 223 14 70Future Volume (vph) 223 14 70Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 3Detector Phase 2 3 4Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30.0%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5 18.0Actuated g/C Ratio 0.41 0.11 0.36v/c Ratio 0.21 0.02 0.11Control Delay (s/veh) 9.9 0.0 13.3Queue Delay 0.0 0.0 0.0Total Delay (s/veh) 9.9 0.0 13.3LOS AABApproach Delay (s/veh) 10.0Approach LOS AIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.22Intersection Signal Delay (s/veh): 10.3 Intersection LOS: BIntersection Capacity Utilization 26.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG30Timings2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 8Lane Group EBT NBR Ø4Lane ConfigurationsTraffic Volume (vph) 860 18Future Volume (vph) 860 18Turn Type NA PermProtected Phases 2 4Permitted Phases 3Detector Phase 2 3Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0Total Lost Time (s) 4.5 4.5Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5Actuated g/C Ratio 0.41 0.11v/c Ratio 0.66 0.03Control Delay (s/veh) 14.6 0.1Queue Delay 0.0 0.0Total Delay (s/veh) 14.6 0.1LOS B AApproach Delay (s/veh) 14.7Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.67Intersection Signal Delay (s/veh): 14.4 Intersection LOS: BIntersection Capacity Utilization 36.4% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG$0HCM Signalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 61223200000147000Future Volume (vph) 61223200000147000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 5.0Lane Util. Factor 0.95 1.00 1.00Frt 0.99 0.86 1.00Flt Protected 0.98 1.00 0.95Satd. Flow (prot) 3499 1611 1770Flt Permitted 0.98 1.00 0.95Satd. Flow (perm) 3499 1611 1770Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 66242200000157600RTOR Reduction (vph)0100000015000Lane Group Flow (vph) 0 30900000007600Turn Type Perm NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1 18.0Effective Green, g (s) 16.9 1.1 18.0Actuated g/C Ratio 0.34 0.02 0.36Clearance Time (s) 4.5 4.5 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1182 35 637v/s Ratio Protc0.04v/s Ratio Perm 0.09 c0.00v/c Ratio 0.26 0.00 0.11Uniform Delay, d1 12.0 23.9 10.6Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.5 0.1 0.3Delay (s) 12.5 24.0 11.0Level of Service B C BApproach Delay (s/veh) 12.5 0.0 24.0 11.0Approach LOS B A C BIntersection SummaryHCM 2000 Control Delay (s/veh) 12.7 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.18Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 26.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG30HCM Signalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0860300000018000Future Volume (vph) 0860300000018000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5Lane Util. Factor 0.95 1.00Frt 0.99 0.86Flt Protected 1.00 1.00Satd. Flow (prot) 3521 1611Flt Permitted 1.00 1.00Satd. Flow (perm) 3521 1611Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0935330000020000RTOR Reduction (vph)0500000020000Lane Group Flow (vph) 0 9630000000000Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1Effective Green, g (s) 16.9 1.1Actuated g/C Ratio 0.34 0.02Clearance Time (s) 4.5 4.5Vehicle Extension (s) 3.0 3.0Lane Grp Cap (vph) 1190 35v/s Ratio Prot c0.27v/s Ratio Permc0.00v/c Ratio 0.80 0.01Uniform Delay, d1 15.0 23.9Progression Factor 1.00 1.00Incremental Delay, d2 5.9 0.1Delay (s) 21.0 24.0Level of Service C CApproach Delay (s/veh) 21.0 0.0 24.0 0.0Approach LOS C A C AIntersection SummaryHCM 2000 Control Delay (s/veh) 21.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.38Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 36.4% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG$0Timings2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 10Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 382 69 17 6 22Future Volume (vph) 382 69 17 6 22Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 25.0 25.0 50.0 25.0 25.0Total Split (%) 33.3% 33.3% 66.7% 33.3% 33.3%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27v/c Ratio 0.34 0.15 0.01 0.01 0.04Control Delay (s/veh) 22.7 22.2 6.1 20.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 22.7 22.2 6.1 20.5 0.1LOS CCACAApproach Delay (s/veh) 22.7 19.1 4.8Approach LOS C B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.35Intersection Signal Delay (s/veh): 21.2 Intersection LOS: CIntersection Capacity Utilization 29.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG30Timings2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 10Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 493 171 33 17 18Future Volume (vph) 493 171 33 17 18Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 25.0 25.0 50.0 25.0 25.0Total Split (%) 33.3% 33.3% 66.7% 33.3% 33.3%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27v/c Ratio 0.45 0.39 0.03 0.03 0.04Control Delay (s/veh) 24.0 25.5 6.2 20.7 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 24.0 25.5 6.2 20.7 0.1LOS CCACAApproach Delay (s/veh) 24.0 22.4 9.9Approach LOS C C AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.45Intersection Signal Delay (s/veh): 23.0 Intersection LOS: CIntersection Capacity Utilization 36.6% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG$0HCM Signalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 11Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0003438217691700622Future Volume (vph) 0003438217691700622Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 0.85Flt Protected 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 5036 1770 1863 1863 1583Flt Permitted 0.99 0.95 1.00 1.00 1.00Satd. Flow (perm) 5036 1770 1863 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0003741518751800724RTOR Reduction (vph)0000600000018Lane Group Flow (vph)0000464075180076Turn Type Perm NA Prot NA NA PermProtected Phases 2 3 8 4Permitted Phases 2 4Actuated Green, G (s) 20.0 20.0 45.0 20.0 20.0Effective Green, g (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1342 472 1117 496 422v/s Ratio Prot c0.04 c0.01 0.00v/s Ratio Perm 0.09 0.00v/c Ratio 0.34 0.15 0.01 0.01 0.01Uniform Delay, d1 22.2 21.0 6.0 20.2 20.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 0.7 0.0 0.0 0.0Delay (s) 22.9 21.7 6.0 20.2 20.3Level of Service C C A C CApproach Delay (s/veh) 0.0 22.9 18.7 20.3Approach LOS A C B CIntersection SummaryHCM 2000 Control Delay (s/veh) 22.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.17Actuated Cycle Length (s) 75.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 29.2% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG30HCM Signalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 11Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 54 493 15 171 33 0 0 17 18Future Volume (vph) 0 0 0 54 493 15 171 33 0 0 17 18Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 0.85Flt Protected 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 5041 1770 1863 1863 1583Flt Permitted 0.99 0.95 1.00 1.00 1.00Satd. Flow (perm) 5041 1770 1863 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 59 536 16 186 36 0 0 18 20RTOR Reduction (vph)0000400000015Lane Group Flow (vph)000060701863600185Turn Type Perm NA Prot NA NA PermProtected Phases 2 3 8 4Permitted Phases 2 4Actuated Green, G (s) 20.0 20.0 45.0 20.0 20.0Effective Green, g (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1344 472 1117 496 422v/s Ratio Prot c0.11 c0.02 0.01v/s Ratio Perm 0.12 0.00v/c Ratio 0.45 0.39 0.03 0.03 0.01Uniform Delay, d1 22.9 22.5 6.1 20.3 20.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 2.4 0.0 0.1 0.0Delay (s) 24.0 24.9 6.1 20.5 20.2Level of Service C C A C CApproach Delay (s/veh) 0.0 24.0 21.9 20.3Approach LOS A C C CIntersection SummaryHCM 2000 Control Delay (s/veh) 23.3 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.29Actuated Cycle Length (s) 75.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 36.6% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG$0Timings2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 12Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 212 37 43 27 30 18Future Volume (vph) 212 37 43 27 30 18Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 37.0 37.0 28.0 28.0 28.0 28.0Total Split (%) 56.9% 56.9% 43.1% 43.1% 43.1% 43.1%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35v/c Ratio 0.16 0.05 0.07 0.04 0.09Control Delay (s/veh) 9.4 3.4 14.3 5.3 14.6Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 9.4 3.4 14.3 5.3 14.6LOS AABA BApproach Delay (s/veh) 8.7 10.9 14.7Approach LOS A B BIntersection SummaryCycle Length: 65Actuated Cycle Length: 65Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.17Intersection Signal Delay (s/veh): 9.8 Intersection LOS: AIntersection Capacity Utilization 27.3% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG30Timings2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 12Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 630 132 71 84 37 46Future Volume (vph) 630 132 71 84 37 46Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 37.0 37.0 28.0 28.0 28.0 28.0Total Split (%) 56.9% 56.9% 43.1% 43.1% 43.1% 43.1%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35v/c Ratio 0.46 0.16 0.11 0.14 0.15Control Delay (s/veh) 12.0 2.4 14.8 4.5 15.3Queue Delay 1.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 13.1 2.4 14.8 4.5 15.3LOS BABA BApproach Delay (s/veh) 11.5 9.2 15.3Approach LOS B A BIntersection SummaryCycle Length: 65Actuated Cycle Length: 65Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.47Intersection Signal Delay (s/veh): 11.5 Intersection LOS: BIntersection Capacity Utilization 43.0% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG$0HCM Signalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 13Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 51212370000432730180Future Volume (vph) 51212370000432730180Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 0.96Satd. Flow (prot) 3505 1583 1863 1583 1807Flt Permitted 0.99 1.00 1.00 1.00 0.85Satd. Flow (perm) 3505 1583 1863 1583 1587Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 55230400000472933200RTOR Reduction (vph) 0 0 200000019000Lane Group Flow (vph) 0 285 20000047100530Turn Type Perm NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 6 8 4Actuated Green, G (s) 32.0 32.0 23.0 23.0 23.0Effective Green, g (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1725 779 659 560 561v/s Ratio Prot 0.03v/s Ratio Perm 0.08 0.01 0.01 c0.03v/c Ratio 0.16 0.02 0.07 0.01 0.09Uniform Delay, d1 9.1 8.4 13.9 13.6 14.0Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.0 0.2 0.0 0.3Delay (s) 9.3 8.5 14.1 13.7 14.3Level of Service A A B B BApproach Delay (s/veh) 9.2 0.0 13.9 14.3Approach LOS AABBIntersection SummaryHCM 2000 Control Delay (s/veh) 10.6 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.14Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 27.3% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG30HCM Signalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 13Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1166301320000718437460Future Volume (vph) 1166301320000718437460Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 0.97Satd. Flow (prot) 3512 1583 1863 1583 1822Flt Permitted 0.99 1.00 1.00 1.00 0.87Satd. Flow (perm) 3512 1583 1863 1583 1621Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1266851430000779140500RTOR Reduction (vph) 0 0 730000059000Lane Group Flow (vph) 0 811 70000077320900Turn Type Perm NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 6 8 4Actuated Green, G (s) 32.0 32.0 23.0 23.0 23.0Effective Green, g (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1728 779 659 560 573v/s Ratio Prot 0.04v/s Ratio Perm 0.23 0.04 0.02 c0.06v/c Ratio 0.46 0.09 0.11 0.05 0.15Uniform Delay, d1 10.8 8.7 14.1 13.8 14.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.2 0.3 0.1 0.5Delay (s) 11.8 8.9 14.5 14.0 14.9Level of Service B A B B BApproach Delay (s/veh) 11.3 0.0 14.2 14.9Approach LOS BABBIntersection SummaryHCM 2000 Control Delay (s/veh) 12.1 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.34Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 43.0% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\%DFNJURXQG$0HCM 7th TWSC2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 15IntersectionInt Delay, s/veh 0.8Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 13 0 94 40 0Future Vol, veh/h 0 13 0 94 40 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0140102430Major/Minor Minor2 Major1 Major2Conflicting Flow All - 43 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy -6.22----Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.318 - - - -Pot Cap-1 Maneuver 0 1027 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 1027 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB NB SBHCM Control Delay, s/v 8.56 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 1027 -HCM Lane V/C Ratio - 0.014 -HCM Control Delay (s/veh) - 8.6 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0 -5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\%DFNJURXQG30HCM 7th TWSC2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 15IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 11 0 187 71 0Future Vol, veh/h 0 11 0 187 71 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length ------Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0120203770Major/Minor Minor2 Major1 Major2Conflicting Flow All - 77 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 984 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 984----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 8.7 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 984 -HCM Lane V/C Ratio - 0.012 -HCM Control Delay (s/veh) - 8.7 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0 - 5HQWRQ0DUNHW QG6WUHHW %XUQHWW3ODFH%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2026 Background AM 24-0640 Renton Market 1:56 pm 08/12/2024 2026 Background AM Synchro 12 ReportCivTech Inc.Page 16Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 00390502PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 395 393 100vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 395 393 100tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1160 584 936Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 111 111 111 61 2Volume Left 00000Volume Right 00052cSH 1700 1700 1700 1700 936Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW QG6WUHHW %XUQHWW3ODFH%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2026 Background PM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Background PM Synchro 12 ReportCivTech Inc.Page 16Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 00390502PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 395 393 100vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 395 393 100tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1160 584 936Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 111 111 111 61 2Volume Left 00000Volume Right 00052cSH 1700 1700 1700 1700 936Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 15 Renton Market – Renton, Washington Traffic Impact Analysis 42 APPENDIX I: 2031 NO BUILD PEAK HOUR ANALYSIS 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 751 101 1Future Volume (Veh/h) 0 0 0 751 101 1Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 0 834 112 1PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 209 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 209 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 85 100cM capacity (veh/h) 1622 761 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 209 209 209 209 113Volume Left 0000112Volume Right 00001cSH 1700 1700 1700 1700 763Volume to Capacity 0.12 0.12 0.12 0.12 0.15Queue Length 95th (ft)000013Control Delay (s/veh) 0.0 0.0 0.0 0.0 10.5Lane LOS BApproach Delay (s/veh) 0.0 10.5Approach LOS BIntersection SummaryAverage Delay 1.3Intersection Capacity Utilization 23.2% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 1 500 2 0Future Volume (Veh/h) 0 0 1 500 2 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 1 556 2 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 141 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 141 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1622 837 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 80 159 159 159 2Volume Left 10002Volume Right 00000cSH 1622 1700 1700 1700 837Volume to Capacity 0.00 0.09 0.09 0.09 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.1 0.0 0.0 0.0 9.3Lane LOS A AApproach Delay (s/veh) 0.0 9.3Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 17.3% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 65 785 0 0Future Volume (Veh/h) 0 0 65 785 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 72 872 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 362 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 362 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 96 100 100cM capacity (veh/h) 1622 583 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 197 249 249 249Volume Left 72000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.04 0.15 0.15 0.15Queue Length 95th (ft)3000Control Delay (s/veh) 2.9 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.6Approach LOSIntersection SummaryAverage Delay 0.6Intersection Capacity Utilization 15.7% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 18 478 0 0Future Volume (Veh/h) 0 0 18 478 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 20 531 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 173 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 173 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 99 100 100cM capacity (veh/h) 1622 791 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 96 152 152 152Volume Left 20000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.01 0.09 0.09 0.09Queue Length 95th (ft)1000Control Delay (s/veh) 1.6 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.3Approach LOSIntersection SummaryAverage Delay 0.3Intersection Capacity Utilization 10.5% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG$0Timings2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 557 33 24 31 259Future Volume (vph) 557 33 24 31 259Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.28 0.09 0.04 0.36Control Delay (s/veh) 9.9 13.0 12.5 7.0Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 9.9 13.0 12.5 7.0LOS A BBAApproach Delay (s/veh) 9.9 13.1 7.7Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.37Intersection Signal Delay (s/veh): 9.5 Intersection LOS: AIntersection Capacity Utilization 42.3% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG30Timings2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 319 24 68 33 46Future Volume (vph) 319 24 68 33 46Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.19 0.13 0.04 0.07Control Delay (s/veh) 3.7 13.4 12.5 4.3Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 3.7 13.4 12.5 4.3LOS A BBAApproach Delay (s/veh) 3.7 13.5 7.8Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.19Intersection Signal Delay (s/veh): 5.6 Intersection LOS: AIntersection Capacity Utilization 27.7% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG$0HCM 7th Signalized Intersection Summary2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 33 557 134 33 24 0 0 31 259Future Volume (veh/h) 0 0 0 33 557 134 33 24 0 0 31 259Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 37 619 149 37 27 0 0 34 288Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 139 2325 540 386 263 0 0 810 687Arrive On Green 0.15 0.15 0.15 0.43 0.43 0.00 0.00 0.43 0.43Sat Flow, veh/h 312 5205 1208 715 606 0 0 1870 1585Grp Volume(v), veh/h 220 381 204 64 0 0 0 34 288Grp Sat Flow(s),veh/h/ln 1855 1609 1653 1321 0 0 0 1870 1585Q Serve(g_s), s 7.9 7.9 8.2 0.1 0.0 0.0 0.0 0.8 9.4Cycle Q Clear(g_c), s 7.9 7.9 8.2 1.5 0.0 0.0 0.0 0.8 9.4Prop In Lane 0.17 0.73 0.58 0.00 0.00 1.00Lane Grp Cap(c), veh/h 828 1437 738 648 0 0 0 810 687V/C Ratio(X) 0.27 0.27 0.28 0.10 0.00 0.00 0.00 0.04 0.42Avail Cap(c_a), veh/h 828 1437 738 648 0 0 0 810 687HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 21.1 21.1 21.2 12.5 0.0 0.0 0.0 12.3 14.7Incr Delay (d2), s/veh 0.8 0.5 0.9 0.1 0.0 0.0 0.0 0.1 1.9Initial 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(95%),veh/ln 6.8 5.7 6.4 1.1 0.0 0.0 0.0 0.6 6.3Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 21.8 21.5 22.1 12.5 0.0 0.0 0.0 12.4 16.6LnGrp LOS C C C B B BApproach Vol, veh/h 805 64 322Approach Delay, s/veh 21.8 12.5 16.1Approach LOS C B BTimer - Assigned Phs 2 4 8Phs Duration (G+Y+Rc), s 38.0 37.0 37.0Change Period (Y+Rc), s 4.5 4.5 4.5Max Green Setting (Gmax), s 33.5 32.5 32.5Max Q Clear Time (g_c+I1), s 10.2 11.4 3.5Green Ext Time (p_c), s 5.4 1.1 0.3Intersection SummaryHCM 7th Control Delay, s/veh 19.7HCM 7th LOS B5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW%DFNJURXQG30HCM 7th Signalized Intersection Summary2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 18 319 148 24 68 0 0 33 46Future Volume (veh/h) 0 0 0 18 319 148 24 68 0 0 33 46Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 20 354 164 27 76 0 0 37 51Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 121 2145 708 219 585 0 0 810 687Arrive On Green 0.15 0.15 0.15 0.43 0.43 0.00 0.00 0.43 0.43Sat Flow, veh/h 271 4803 1585 365 1349 0 0 1870 1585Grp Volume(v), veh/h 137 237 164 103 0 0 0 37 51Grp Sat Flow(s),veh/h/ln 1857 1609 1585 1714 0 0 0 1870 1585Q Serve(g_s), s 4.8 4.8 6.9 0.0 0.0 0.0 0.0 0.9 1.4Cycle Q Clear(g_c), s 4.8 4.8 6.9 2.5 0.0 0.0 0.0 0.9 1.4Prop In Lane 0.15 1.00 0.26 0.00 0.00 1.00Lane Grp Cap(c), veh/h 829 1437 708 803 0 0 0 810 687V/C Ratio(X) 0.17 0.16 0.23 0.13 0.00 0.00 0.00 0.05 0.07Avail Cap(c_a), veh/h 829 1437 708 803 0 0 0 810 687HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 19.8 19.7 20.6 12.7 0.0 0.0 0.0 12.3 12.4Incr Delay (d2), s/veh 0.4 0.2 0.8 0.1 0.0 0.0 0.0 0.1 0.2Initial 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(95%),veh/ln 3.9 3.3 4.9 1.8 0.0 0.0 0.0 0.6 0.9Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 20.2 20.0 21.4 12.8 0.0 0.0 0.0 12.4 12.7LnGrp LOS C B C B B BApproach Vol, veh/h 538 103 88Approach Delay, s/veh 20.5 12.8 12.5Approach LOS C B BTimer - Assigned Phs 2 4 8Phs Duration (G+Y+Rc), s 38.0 37.0 37.0Change Period (Y+Rc), s 4.5 4.5 4.5Max Green Setting (Gmax), s 33.5 32.5 32.5Max Q Clear Time (g_c+I1), s 8.9 3.4 4.5Green Ext Time (p_c), s 3.5 0.3 0.5Intersection SummaryHCM 7th Control Delay, s/veh 18.4HCM 7th LOS B 5HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 6Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0010130Future Volume (Veh/h) 0010130Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0010140PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 29 1 1vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 29 1 1tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 99cM capacity (veh/h) 977 1084 1622Direction, Lane # NB 1 SB 1Volume Total 1 14Volume Left 0 14Volume Right 0 0cSH 1700 1622Volume to Capacity 0.00 0.01Queue Length 95th (ft) 0 1Control Delay (s/veh) 0.0 7.2Lane LOS AApproach Delay (s/veh) 0.0 7.2Approach LOSIntersection SummaryAverage Delay 6.8Intersection Capacity Utilization 10.7% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 6Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 0 76 2 5 64Future Volume (Veh/h) 0 0 76 2 5 64Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 84 2 6 71PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 168 85 86vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 168 85 86tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 819 974 1510Direction, Lane # NB 1 SB 1Volume Total 86 77Volume Left 0 6Volume Right 2 0cSH 1700 1510Volume to Capacity 0.05 0.00Queue Length 95th (ft) 0 0Control Delay (s/veh) 0.0 0.6Lane LOS AApproach Delay (s/veh) 0.0 0.6Approach LOSIntersection SummaryAverage Delay 0.3Intersection Capacity Utilization 10.8% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 7Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 000000Future Volume (Veh/h) 000000Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 000000PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 133 428pX, platoon unblockedvC, conflicting volume 0 0 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 0 0tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 1023 1085 1623Direction, Lane # EB 1 NB 1 SB 1Volume Total 0 0 0Volume Left 0 0 0Volume Right 0 0 0cSH 1700 1700 1700Volume to Capacity 0.01 0.00 0.05Queue Length 95th (ft) 0 0 0Control Delay (s/veh) 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.0 0.0 0.0Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 0.0% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 7Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 1 6 0 72 69 7Future Volume (Veh/h) 1 6 0 72 69 7Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 1 7 0 80 77 8PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 133 428pX, platoon unblockedvC, conflicting volume 161 81 85vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 161 81 85tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 99 100cM capacity (veh/h) 830 979 1512Direction, Lane # EB 1 NB 1 SB 1Volume Total 8 80 85Volume Left 1 0 0Volume Right 7 0 8cSH 957 1700 1700Volume to Capacity 0.01 0.05 0.05Queue Length 95th (ft) 1 0 0Control Delay (s/veh) 8.8 0.0 0.0Lane LOS AApproach Delay (s/veh) 8.8 0.0 0.0Approach LOS AIntersection SummaryAverage Delay 0.4Intersection Capacity Utilization Err% ICU Level of Service HAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW%DFNJURXQG$0HCM 7th TWSC2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 8IntersectionInt Delay, s/veh 0Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 0 0 0Future Vol, veh/h 0 0 0 0 0 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 0 0 0 0Major/Minor Minor2 Major1 Major2Conflicting Flow All - 1 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy -6.22----Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.318 - - - -Pot Cap-1 Maneuver 0 1083 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver - 1083 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h) - - - -HCM Lane V/C Ratio - - - -HCM Control Delay (s/veh) - 0 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) ----5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW%DFNJURXQG30HCM 7th TWSC2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 8IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 6 0 72 69 7Future Vol, veh/h 1 6 0 72 69 7Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0----Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 1 7 0 80 77 8Major/Minor Minor2 Major1 Major2Conflicting Flow All 161 81 - 0 - 0 Stage 1 81----- Stage 2 80-----Critical Hdwy 6.426.22----Critical Hdwy Stg 15.42-----Critical Hdwy Stg 25.42-----Follow-up Hdwy 3.5183.318----Pot Cap-1 Maneuver 830 979 0 - - - Stage 1 943 - 0 - - - Stage 2 943 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 830 979----Mov Cap-2 Maneuver 830----- Stage 1 943----- Stage 2 943-----Approach EB NB SBHCM Control Delay, s/v 8.7 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h) - 979 - -HCM Lane V/C Ratio - 0.007 - -HCM Control Delay (s/veh) - 8.7 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) - 0 - - 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG$0Timings2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 9Lane Group EBT NBR Ø4Lane ConfigurationsTraffic Volume (vph) 950 20Future Volume (vph) 950 20Turn Type NA PermProtected Phases 2 4Permitted Phases 3Detector Phase 2 3Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0Total Lost Time (s) 4.5 4.5Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5Actuated g/C Ratio 0.41 0.11v/c Ratio 0.75 0.04Control Delay (s/veh) 16.6 0.1Queue Delay 0.0 0.0Total Delay (s/veh) 16.6 0.1LOS B AApproach Delay (s/veh) 16.6Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 75Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.75Intersection Signal Delay (s/veh): 16.3 Intersection LOS: BIntersection Capacity Utilization 39.0% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG30Timings2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 9Lane Group EBT NBR SBLLane ConfigurationsTraffic Volume (vph) 238 16 76Future Volume (vph) 238 16 76Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 3Detector Phase 2 3 4Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30.0%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5 18.0Actuated g/C Ratio 0.41 0.11 0.36v/c Ratio 0.23 0.02 0.13Control Delay (s/veh) 10.1 0.0 13.4Queue Delay 0.0 0.0 0.0Total Delay (s/veh) 10.1 0.0 13.4LOS BABApproach Delay (s/veh) 10.2Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.24Intersection Signal Delay (s/veh): 10.4 Intersection LOS: BIntersection Capacity Utilization 27.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG$0HCM Signalized Intersection Capacity Analysis2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0950330000020000Future Volume (vph) 0950330000020000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5Lane Util. Factor 0.95 1.00Frt 0.99 0.86Flt Protected 1.00 1.00Satd. Flow (prot) 3521 1611Flt Permitted 1.00 1.00Satd. Flow (perm) 3521 1611Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 0 1056 370000022000RTOR Reduction (vph)0500000022000Lane Group Flow (vph) 0 10880000000000Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1Effective Green, g (s) 16.9 1.1Actuated g/C Ratio 0.34 0.02Clearance Time (s) 4.5 4.5Vehicle Extension (s) 3.0 3.0Lane Grp Cap (vph) 1190 35v/s Ratio Prot c0.31v/s Ratio Permc0.00v/c Ratio 0.91 0.01Uniform Delay, d1 15.8 23.9Progression Factor 1.00 1.00Incremental Delay, d2 12.2 0.1Delay (s) 28.0 24.0Level of Service C CApproach Delay (s/veh) 28.0 0.0 24.0 0.0Approach LOS C A C AIntersection SummaryHCM 2000 Control Delay (s/veh) 28.0 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.43Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 39.0% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH%DFNJURXQG30HCM Signalized Intersection Capacity Analysis2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 67238200000167600Future Volume (vph) 67238200000167600Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 5.0Lane Util. Factor 0.95 1.00 1.00Frt 0.99 0.86 1.00Flt Protected 0.98 1.00 0.95Satd. Flow (prot) 3498 1611 1770Flt Permitted 0.98 1.00 0.95Satd. Flow (perm) 3498 1611 1770Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 74264200000188400RTOR Reduction (vph)0100000018000Lane Group Flow (vph) 0 33900000008400Turn Type Perm NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1 18.0Effective Green, g (s) 16.9 1.1 18.0Actuated g/C Ratio 0.34 0.02 0.36Clearance Time (s) 4.5 4.5 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1182 35 637v/s Ratio Protc0.05v/s Ratio Perm 0.10 c0.00v/c Ratio 0.28 0.01 0.13Uniform Delay, d1 12.1 23.9 10.7Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.6 0.1 0.4Delay (s) 12.7 24.0 11.1Level of Service B C BApproach Delay (s/veh) 12.7 0.0 24.0 11.1Approach LOS B A C BIntersection SummaryHCM 2000 Control Delay (s/veh) 12.9 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.20Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 27.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG$0Timings2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 12Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 545 188 37 18 20Future Volume (vph) 545 188 37 18 20Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 27.0 25.0 48.0 23.0 23.0Total Split (%) 36.0% 33.3% 64.0% 30.7% 30.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 22.0 20.0 43.0 18.0 18.0Actuated g/C Ratio 0.29 0.27 0.57 0.24 0.24v/c Ratio 0.46 0.44 0.03 0.04 0.04Control Delay (s/veh) 22.7 26.4 7.1 22.3 0.2Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 22.7 26.4 7.1 22.3 0.2LOS CCACAApproach Delay (s/veh) 22.8 23.3 10.8Approach LOS C C BIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.47Intersection Signal Delay (s/veh): 22.4 Intersection LOS: CIntersection Capacity Utilization 38.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG30Timings2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 12Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 412 67 18 7 24Future Volume (vph) 412 67 18 7 24Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 27.0 25.0 48.0 23.0 23.0Total Split (%) 36.0% 33.3% 64.0% 30.7% 30.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 22.0 20.0 43.0 18.0 18.0Actuated g/C Ratio 0.29 0.27 0.57 0.24 0.24v/c Ratio 0.35 0.15 0.01 0.01 0.05Control Delay (s/veh) 21.3 22.1 7.0 22.0 0.2Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 21.3 22.1 7.0 22.0 0.2LOS CCACAApproach Delay (s/veh) 21.4 19.0 5.2Approach LOS C B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.35Intersection Signal Delay (s/veh): 20.1 Intersection LOS: CIntersection Capacity Utilization 29.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG$0HCM 7th Signalized Intersection Summary2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 60 545 16 188 37 0 0 18 20Future Volume (veh/h) 0 0 0 60 545 16 188 37 0 0 18 20Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 67 606 18 209 41 0 0 20 22Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 153 1387 41 475 1072 0 0 449 380Arrive On Green 0.29 0.29 0.29 0.27 0.57 0.00 0.00 0.24 0.24Sat Flow, veh/h 522 4729 140 1781 1870 0 0 1870 1585Grp Volume(v), veh/h 237 218 237 209 41 0 0 20 22Grp Sat Flow(s),veh/h/ln 1844 1702 1845 1781 1870 0 0 1870 1585Q Serve(g_s), s 7.8 7.8 7.8 7.3 0.7 0.0 0.0 0.6 0.8Cycle Q Clear(g_c), s 7.8 7.8 7.8 7.3 0.7 0.0 0.0 0.6 0.8Prop In Lane 0.28 0.08 1.00 0.00 0.00 1.00Lane Grp Cap(c), veh/h 541 499 541 475 1072 0 0 449 380V/C Ratio(X) 0.44 0.44 0.44 0.44 0.04 0.00 0.00 0.04 0.06Avail Cap(c_a), veh/h 541 499 541 475 1072 0 0 449 380HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 21.5 21.5 21.5 22.8 7.0 0.0 0.0 21.9 22.0Incr Delay (d2), s/veh 2.6 2.8 2.6 2.9 0.1 0.0 0.0 0.2 0.3Initial 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(95%),veh/ln 6.5 6.0 6.5 6.0 0.5 0.0 0.0 0.5 0.6Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 24.0 24.2 24.0 25.8 7.0 0.0 0.0 22.1 22.3LnGrp LOS CCCCA CCApproach Vol, veh/h 691 250 42Approach Delay, s/veh 24.1 22.7 22.2Approach LOS C C CTimer - Assigned Phs 2 3 4 8Phs Duration (G+Y+Rc), s 27.0 25.0 23.0 48.0Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 22.0 20.0 18.0 43.0Max Q Clear Time (g_c+I1), s 9.8 9.3 2.8 2.7Green Ext Time (p_c), s 3.3 0.4 0.1 0.2Intersection SummaryHCM 7th Control Delay, s/veh 23.7HCM 7th LOS C5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW%DFNJURXQG30HCM 7th Signalized Intersection Summary2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0003841218671800724Future Volume (veh/h) 0003841218671800724Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 4245820742000827Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 128 1391 61 475 1072 0 0 449 380Arrive On Green 0.29 0.29 0.29 0.27 0.57 0.00 0.00 0.24 0.24Sat Flow, veh/h 435 4743 206 1781 1870 0 0 1870 1585Grp Volume(v), veh/h 179164178742000827Grp Sat Flow(s),veh/h/ln 1849 1702 1833 1781 1870 0 0 1870 1585Q Serve(g_s), s 5.7 5.6 5.7 2.4 0.3 0.0 0.0 0.2 1.0Cycle Q Clear(g_c), s 5.7 5.6 5.7 2.4 0.3 0.0 0.0 0.2 1.0Prop In Lane 0.24 0.11 1.00 0.00 0.00 1.00Lane Grp Cap(c), veh/h 542 499 538 475 1072 0 0 449 380V/C Ratio(X) 0.33 0.33 0.33 0.16 0.02 0.00 0.00 0.02 0.07Avail Cap(c_a), veh/h 542 499 538 475 1072 0 0 449 380HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 20.7 20.7 20.7 21.0 6.9 0.0 0.0 21.8 22.0Incr Delay (d2), s/veh 1.6 1.7 1.6 0.7 0.0 0.0 0.0 0.1 0.4Initial 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(95%),veh/ln 4.6 4.3 4.6 1.9 0.2 0.0 0.0 0.2 0.7Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 22.4 22.5 22.4 21.7 6.9 0.0 0.0 21.8 22.4LnGrp LOS CCCCA CCApproach Vol, veh/h 520 94 35Approach Delay, s/veh 22.4 18.6 22.3Approach LOS C B CTimer - Assigned Phs 2 3 4 8Phs Duration (G+Y+Rc), s 27.0 25.0 23.0 48.0Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 22.0 20.0 18.0 43.0Max Q Clear Time (g_c+I1), s 7.7 4.4 3.0 2.3Green Ext Time (p_c), s 2.6 0.1 0.1 0.1Intersection SummaryHCM 7th Control Delay, s/veh 21.8HCM 7th LOS C 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG$0Timings2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 15Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 696 146 78 93 41 51Future Volume (vph) 696 146 78 93 41 51Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 35.0 35.0 25.0 25.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7% 41.7% 41.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 30.0 30.0 20.0 20.0 20.0Actuated g/C Ratio 0.50 0.50 0.33 0.33 0.33v/c Ratio 0.52 0.18 0.14 0.17 0.19Control Delay (s/veh) 11.4 2.2 14.8 4.5 15.5Queue Delay 1.1 0.0 0.0 0.0 0.0Total Delay (s/veh) 12.6 2.2 14.8 4.5 15.5LOS BABA BApproach Delay (s/veh) 11.1 9.2 15.5Approach LOS B A BIntersection SummaryCycle Length: 60Actuated Cycle Length: 60Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.52Intersection Signal Delay (s/veh): 11.2 Intersection LOS: BIntersection Capacity Utilization 46.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG30Timings2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 15Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 233 41 46 30 26 18Future Volume (vph) 233 41 46 30 26 18Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 35.0 35.0 25.0 25.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7% 41.7% 41.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 30.0 30.0 20.0 20.0 20.0Actuated g/C Ratio 0.50 0.50 0.33 0.33 0.33v/c Ratio 0.17 0.05 0.08 0.05 0.09Control Delay (s/veh) 8.5 3.0 14.2 5.5 14.4Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 8.5 3.0 14.2 5.5 14.4LOS AABA BApproach Delay (s/veh) 7.9 10.8 14.4Approach LOS A B BIntersection SummaryCycle Length: 60Actuated Cycle Length: 60Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.18Intersection Signal Delay (s/veh): 9.0 Intersection LOS: AIntersection Capacity Utilization 27.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG$0HCM 7th Signalized Intersection Summary2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 17Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 1296961460000789341510Future Volume (veh/h) 1296961460000789341510Initial Q (Qb), veh 000 000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0Adj Flow Rate, veh/h 143 773 162 0 87 103 46 57 0Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222 022220Cap, veh/h 282 1527 793 0 623 528 281 318 0Arrive On Green 0.50 0.50 0.50 0.00 0.33 0.33 0.33 0.33 0.00Sat Flow, veh/h 565 3054 1585 0 1870 1585 584 955 0Grp Volume(v), veh/h 466 450 162 0 87 103 103 0 0Grp Sat Flow(s),veh/h/ln 1842 1777 1585 0 1870 1585 1539 0 0Q Serve(g_s), s 10.2 10.2 3.4 0.0 2.0 2.8 0.0 0.0 0.0Cycle Q Clear(g_c), s 10.2 10.2 3.4 0.0 2.0 2.8 2.3 0.0 0.0Prop In Lane 0.31 1.00 0.00 1.00 0.45 0.00Lane Grp Cap(c), veh/h 921 888 793 0 623 528 600 0 0V/C Ratio(X) 0.51 0.51 0.20 0.00 0.14 0.19 0.17 0.00 0.00Avail Cap(c_a), veh/h 921 888 793 0 623 528 600 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.59 0.59 0.59 0.00 1.00 1.00 1.00 0.00 0.00Uniform Delay (d), s/veh 10.0 10.0 8.4 0.0 14.0 14.3 14.1 0.0 0.0Incr Delay (d2), s/veh 1.2 1.2 0.3 0.0 0.5 0.8 0.6 0.0 0.0Initial 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(95%),veh/ln 6.1 6.0 1.9 0.0 1.5 1.8 1.8 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 11.2 11.3 8.7 0.0 14.5 15.1 14.7 0.0 0.0LnGrp LOS BBA BBBApproach Vol, veh/h 1078 190 103Approach Delay, s/veh 10.9 14.8 14.7Approach LOS B B BTimer - Assigned Phs 4 6 8Phs Duration (G+Y+Rc), s 25.0 35.0 25.0Change Period (Y+Rc), s 5.0 5.0 5.0Max Green Setting (Gmax), s 20.0 30.0 20.0Max Q Clear Time (g_c+I1), s 4.3 12.2 4.8Green Ext Time (p_c), s 0.4 6.3 0.6Intersection SummaryHCM 7th Control Delay, s/veh 11.7HCM 7th LOS B5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH%DFNJURXQG30HCM 7th Signalized Intersection Summary2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 17Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 47233410000463026180Future Volume (veh/h) 47233410000463026180Initial Q (Qb), veh 000 000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0Adj Flow Rate, veh/h 52 259 46 0 51 33 29 20 0Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222 022220Cap, veh/h 301 1507 793 0 623 528 370 232 0Arrive On Green 0.50 0.50 0.50 0.00 0.33 0.33 0.33 0.33 0.00Sat Flow, veh/h 603 3014 1585 0 1870 1585 824 697 0Grp Volume(v), veh/h 159 152 46 0 51 33 49 0 0Grp Sat Flow(s),veh/h/ln 1840 1777 1585 0 1870 1585 1521 0 0Q Serve(g_s), s 2.8 2.8 0.9 0.0 1.1 0.9 0.0 0.0 0.0Cycle Q Clear(g_c), s 2.8 2.8 0.9 0.0 1.1 0.9 1.1 0.0 0.0Prop In Lane 0.33 1.00 0.00 1.00 0.59 0.00Lane Grp Cap(c), veh/h 920 888 793 0 623 528 603 0 0V/C Ratio(X) 0.17 0.17 0.06 0.00 0.08 0.06 0.08 0.00 0.00Avail Cap(c_a), veh/h 920 888 793 0 623 528 603 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.99 0.99 0.99 0.00 1.00 1.00 1.00 0.00 0.00Uniform Delay (d), s/veh 8.2 8.2 7.7 0.0 13.7 13.6 13.7 0.0 0.0Incr Delay (d2), s/veh 0.4 0.4 0.1 0.0 0.3 0.2 0.3 0.0 0.0Initial 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(95%),veh/ln 1.9 1.8 0.5 0.0 0.9 0.6 0.8 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 8.6 8.6 7.9 0.0 14.0 13.8 14.0 0.0 0.0LnGrp LOS AAA BBBApproach Vol, veh/h 357 84 49Approach Delay, s/veh 8.5 13.9 14.0Approach LOS A B BTimer - Assigned Phs 4 6 8Phs Duration (G+Y+Rc), s 25.0 35.0 25.0Change Period (Y+Rc), s 5.0 5.0 5.0Max Green Setting (Gmax), s 20.0 30.0 20.0Max Q Clear Time (g_c+I1), s 3.1 4.8 3.1Green Ext Time (p_c), s 0.1 2.0 0.3Intersection SummaryHCM 7th Control Delay, s/veh 10.0HCM 7th LOS A 5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\%DFNJURXQG$0HCM 7th TWSC2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 19IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 13 0 207 78 0Future Vol, veh/h 0 13 0 207 78 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0140230870Major/Minor Minor2 Major1 Major2Conflicting Flow All - 87 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy -6.22----Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.318 - - - -Pot Cap-1 Maneuver 0 972 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 972 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB NB SBHCM Control Delay, s/v 8.76 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 972 -HCM Lane V/C Ratio - 0.015 -HCM Control Delay (s/veh) - 8.8 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0 -5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\%DFNJURXQG30HCM 7th TWSC2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 19IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 7 0 93 45 0Future Vol, veh/h 0 7 0 93 45 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length ------Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 8 0 103 50 0Major/Minor Minor2 Major1 Major2Conflicting Flow All - 50 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 1018 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 1018----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 8.56 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 1018 -HCM Lane V/C Ratio - 0.008 -HCM Control Delay (s/veh) - 8.6 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0 - 5HQWRQ0DUNHW QG6WUHHW %XUQHWW3ODFH%DFNJURXQG$0HCM Unsignalized Intersection Capacity Analysis2031 Background AM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Background AM Synchro 12 ReportCivTech Inc.Page 20Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 00399602PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 405 402 103vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 405 402 103tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1150 576 932Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 114 114 114 63 2Volume Left 00000Volume Right 00062cSH 1700 1700 1700 1700 932Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW QG6WUHHW %XUQHWW3ODFH%DFNJURXQG30HCM Unsignalized Intersection Capacity Analysis2031 Background PM 24-0640 Renton Market 3:05 pm 10/03/2024 2031 Background PM Synchro 12 ReportCivTech Inc.Page 20Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 00399602PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 405 402 103vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 405 402 103tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1150 576 932Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 114 114 114 63 2Volume Left 00000Volume Right 00062cSH 1700 1700 1700 1700 932Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 15 Renton Market – Renton, Washington Traffic Impact Analysis 43 APPENDIX J: 2026 BUILD PEAK HOUR ANALYSIS 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW7RWDO$0HCM Unsignalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 1 470 10 0Future Volume (Veh/h) 0 0 1 470 10 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 1 511 11 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 130 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 130 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 99 100cM capacity (veh/h) 1622 851 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 74 146 146 146 11Volume Left 100011Volume Right 00000cSH 1622 1700 1700 1700 851Volume to Capacity 0.00 0.09 0.09 0.09 0.01Queue Length 95th (ft)00001Control Delay (s/veh) 0.1 0.0 0.0 0.0 9.3Lane LOS A AApproach Delay (s/veh) 0.0 9.3Approach LOS AIntersection SummaryAverage Delay 0.2Intersection Capacity Utilization 16.8% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW7RWDO30HCM Unsignalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 736 116 1Future Volume (Veh/h) 0 0 0 736 116 1Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 0 800 126 1PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 200 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 200 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 84 100cM capacity (veh/h) 1622 770 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 200 200 200 200 127Volume Left 0000126Volume Right 00001cSH 1700 1700 1700 1700 772Volume to Capacity 0.12 0.12 0.12 0.12 0.16Queue Length 95th (ft)000015Control Delay (s/veh) 0.0 0.0 0.0 0.0 10.6Lane LOS BApproach Delay (s/veh) 0.0 10.6Approach LOS BIntersection SummaryAverage Delay 1.4Intersection Capacity Utilization 23.8% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW7RWDO$0HCM Unsignalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 34 442 0 0Future Volume (Veh/h) 0 0 34 442 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 37 480 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 194 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 194 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 98 100 100cM capacity (veh/h) 1622 759 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 106 137 137 137Volume Left 37000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.02 0.08 0.08 0.08Queue Length 95th (ft)2000Control Delay (s/veh) 2.7 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.5Approach LOSIntersection SummaryAverage Delay 0.5Intersection Capacity Utilization 10.3% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW7RWDO30HCM Unsignalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 113 736 0 0Future Volume (Veh/h) 0 0 113 736 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 123 800 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 446 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 446 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 92 100 100cM capacity (veh/h) 1622 500 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 237 229 229 229Volume Left 123000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.08 0.13 0.13 0.13Queue Length 95th (ft)6000Control Delay (s/veh) 4.1 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 1.1Approach LOSIntersection SummaryAverage Delay 1.1Intersection Capacity Utilization 15.7% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO$0Timings2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 296 22 61 30 42Future Volume (vph) 296 22 61 30 42Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.17 0.11 0.04 0.06Control Delay (s/veh) 4.1 13.2 12.5 4.5Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 4.1 13.2 12.5 4.5LOS A BBAApproach Delay (s/veh) 4.1 13.3 7.9Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.17Intersection Signal Delay (s/veh): 5.8 Intersection LOS: AIntersection Capacity Utilization 26.7% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO30Timings2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 522 30 22 28 234Future Volume (vph) 522 30 22 28 234Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.26 0.08 0.03 0.31Control Delay (s/veh) 10.2 12.9 12.5 4.6Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 10.2 12.9 12.5 4.6LOS B BBAApproach Delay (s/veh) 10.3 13.0 5.5Approach LOS B B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.32Intersection Signal Delay (s/veh): 9.1 Intersection LOS: AIntersection Capacity Utilization 40.1% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO$0HCM Signalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 19 296 135 22 61 0 0 30 42Future Volume (vph) 0 0 0 19 296 135 22 61 0 0 30 42Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 4.5 4.5Lane Util. Factor 0.86 1.00 1.00 1.00Frt 0.95 1.00 1.00 0.85Flt Protected 0.99 0.98 1.00 1.00Satd. Flow (prot) 6106 1838 1863 1583Flt Permitted 0.99 0.94 1.00 1.00Satd. Flow (perm) 6106 1756 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 21 322 147 24 66 0 0 33 46RTOR Reduction (vph)00008100000026Lane Group Flow (vph)00004090090003320Turn Type Perm NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 2 8 4Actuated Green, G (s) 33.5 32.5 32.5 32.5Effective Green, g (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43Clearance Time (s) 4.5 4.5 4.5 4.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2727 760 807 685v/s Ratio Prot0.02v/s Ratio Perm 0.07 c0.05 0.01v/c Ratio 0.14 0.11 0.04 0.02Uniform Delay, d1 12.3 12.6 12.2 12.1Progression Factor 0.46 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.0 0.0Delay (s) 5.8 12.7 12.3 12.2Level of Service A B B BApproach Delay (s/veh) 0.0 5.8 12.7 12.3Approach LOS AABBIntersection SummaryHCM 2000 Control Delay (s/veh) 7.6 HCM 2000 Level of Service AHCM 2000 Volume to Capacity ratio 0.13Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 26.7% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO30HCM Signalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 4Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 34 522 125 30 22 0 0 28 234Future Volume (vph) 0 0 0 34 522 125 30 22 0 0 28 234Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 4.5 4.5Lane Util. Factor 0.86 1.00 1.00 1.00Frt 0.97 1.00 1.00 0.85Flt Protected 0.99 0.97 1.00 1.00Satd. Flow (prot) 6216 1810 1863 1583Flt Permitted 0.99 0.87 1.00 1.00Satd. Flow (perm) 6216 1633 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 37 567 136 33 24 0 0 30 254RTOR Reduction (vph)000054000000117Lane Group Flow (vph)000068600570030137Turn Type Perm NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 2 8 4Actuated Green, G (s) 33.5 32.5 32.5 32.5Effective Green, g (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43Clearance Time (s) 4.5 4.5 4.5 4.5Vehicle Extension (s) 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 2776 707 807 685v/s Ratio Prot0.02v/s Ratio Perm 0.11 0.03 c0.09v/c Ratio 0.24 0.08 0.03 0.19Uniform Delay, d1 12.9 12.4 12.2 13.1Progression Factor 0.89 1.00 1.00 1.00Incremental Delay, d2 0.2 0.0 0.0 0.6Delay (s) 11.7 12.5 12.3 13.8Level of Service B B B BApproach Delay (s/veh) 0.0 11.7 12.5 13.6Approach LOS ABBBIntersection SummaryHCM 2000 Control Delay (s/veh) 12.3 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.22Actuated Cycle Length (s) 75.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 40.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH7RWDO$0HCM Unsignalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 0 69 3 5 59Future Volume (Veh/h) 0 0 69 3 5 59Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 0 75 3 5 64PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 151 77 78vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 151 77 78tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 839 985 1520Direction, Lane # NB 1 SB 1Volume Total 78 69Volume Left 0 5Volume Right 3 0cSH 1700 1520Volume to Capacity 0.05 0.00Queue Length 95th (ft) 0 0Control Delay (s/veh) 0.0 0.6Lane LOS AApproach Delay (s/veh) 0.0 0.6Approach LOSIntersection SummaryAverage Delay 0.3Intersection Capacity Utilization 10.6% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH7RWDO30HCM Unsignalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 5Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0013142Future Volume (Veh/h) 0013142Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0013152PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 35 3 4vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 35 3 4tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 99cM capacity (veh/h) 969 1082 1618Direction, Lane # NB 1 SB 1Volume Total 4 17Volume Left 0 15Volume Right 3 0cSH 1700 1618Volume to Capacity 0.00 0.01Queue Length 95th (ft) 0 1Control Delay (s/veh) 0.0 6.4Lane LOS AApproach Delay (s/veh) 0.0 6.4Approach LOSIntersection SummaryAverage Delay 5.2Intersection Capacity Utilization 10.9% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW7RWDO$0HCM 7th TWSC2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 7IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 5 0 67 63 6Future Vol, veh/h 1 5 0 67 63 6Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 1 5 07368 7Major/Minor Minor2 Major1 Major2Conflicting Flow All 145 72 - 0 - 0 Stage 1 72 - - - - - Stage 2 73 - - - - -Critical Hdwy 6.42 6.22 - - - -Critical Hdwy Stg 15.42-----Critical Hdwy Stg 25.42-----Follow-up Hdwy 3.518 3.318 - - - -Pot Cap-1 Maneuver 848 991 0 - - - Stage 1 951 - 0 - - - Stage 2 950 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 848 991 - - - -Mov Cap-2 Maneuver 848 - - - - - Stage 1 951 - - - - - Stage 2 950 - - - - -Approach EB NB SBHCM Control Delay, s/v 8.65 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h) - 991 - -HCM Lane V/C Ratio - 0.005 - -HCM Control Delay (s/veh) - 8.7 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) - 0 - -5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW7RWDO30HCM 7th TWSC2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 7IntersectionInt Delay, s/veh 0Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 3 2 0Future Vol, veh/h 0 0 0 3 2 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0----Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 0 3 2 0Major/Minor Minor2 Major1 Major2Conflicting Flow All - 2 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 1082 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver - 1082----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h)----HCM Lane V/C Ratio----HCM Control Delay (s/veh) - 0 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) ---- 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO$0Timings2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 8Lane Group EBT NBR SBLLane ConfigurationsTraffic Volume (vph) 223 14 70Future Volume (vph) 223 14 70Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 3Detector Phase 2 3 4Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 20.5 14.5 15.0Total Split (%) 41.0% 29.0% 30.0%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 16.0 5.5 22.5Actuated g/C Ratio 0.32 0.11 0.45v/c Ratio 0.27 0.02 0.09Control Delay (s/veh) 13.4 0.0 10.1Queue Delay 0.0 0.0 0.0Total Delay (s/veh) 13.4 0.0 10.1LOS BABApproach Delay (s/veh) 13.5Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.28Intersection Signal Delay (s/veh): 12.3 Intersection LOS: BIntersection Capacity Utilization 26.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO30Timings2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 8Lane Group EBT NBR SBLLane ConfigurationsTraffic Volume (vph) 885 19 2Future Volume (vph) 885 19 2Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 3Detector Phase 2 3 4Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30.0%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5 18.0Actuated g/C Ratio 0.41 0.11 0.36v/c Ratio 0.68 0.04 0.00Control Delay (s/veh) 15.0 0.1 13.5Queue Delay 0.0 0.0 0.0Total Delay (s/veh) 15.0 0.1 13.5LOS BABApproach Delay (s/veh) 15.0Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.69Intersection Signal Delay (s/veh): 14.7 Intersection LOS: BIntersection Capacity Utilization 43.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO$0HCM Signalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 61223200000147000Future Volume (vph) 61223200000147000Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 5.0Lane Util. Factor 0.95 1.00 1.00Frt 0.99 0.86 1.00Flt Protected 0.98 1.00 0.95Satd. Flow (prot) 3499 1611 1770Flt Permitted 0.98 1.00 0.95Satd. Flow (perm) 3499 1611 1770Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 66242200000157600RTOR Reduction (vph)0100000015000Lane Group Flow (vph) 0 30900000007600Turn Type Perm NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 12.4 1.1 22.5Effective Green, g (s) 12.4 1.1 22.5Actuated g/C Ratio 0.25 0.02 0.45Clearance Time (s) 4.5 4.5 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 867 35 796v/s Ratio Protc0.04v/s Ratio Perm 0.09 c0.00v/c Ratio 0.35 0.00 0.09Uniform Delay, d1 15.5 23.9 7.9Progression Factor 1.00 1.00 1.00Incremental Delay, d2 1.1 0.1 0.2Delay (s) 16.6 24.0 8.1Level of Service B C AApproach Delay (s/veh) 16.6 0.0 24.0 8.1Approach LOS B A C AIntersection SummaryHCM 2000 Control Delay (s/veh) 15.3 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.18Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 26.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO30HCM Signalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 9Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0885300000019200Future Volume (vph) 0885300000019200Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 5.0Lane Util. Factor 0.95 1.00 1.00Frt 0.99 0.86 1.00Flt Protected 1.00 1.00 0.95Satd. Flow (prot) 3522 1611 1770Flt Permitted 1.00 1.00 0.95Satd. Flow (perm) 3522 1611 1770Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0962330000021200RTOR Reduction (vph)0500000021000Lane Group Flow (vph) 0 9900000000200Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1 18.0Effective Green, g (s) 16.9 1.1 18.0Actuated g/C Ratio 0.34 0.02 0.36Clearance Time (s) 4.5 4.5 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1190 35 637v/s Ratio Prot c0.28 c0.00v/s Ratio Permc0.00v/c Ratio 0.83 0.01 0.00Uniform Delay, d1 15.2 23.9 10.2Progression Factor 1.00 1.00 1.00Incremental Delay, d2 6.8 0.1 0.0Delay (s) 22.0 24.0 10.2Level of Service C C BApproach Delay (s/veh) 22.0 0.0 24.0 10.2Approach LOS C A C BIntersection SummaryHCM 2000 Control Delay (s/veh) 22.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.39Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 43.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO$0Timings2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 10Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 382 69 17 6 22Future Volume (vph) 382 69 17 6 22Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 25.0 25.0 50.0 25.0 25.0Total Split (%) 33.3% 33.3% 66.7% 33.3% 33.3%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27v/c Ratio 0.34 0.15 0.01 0.01 0.04Control Delay (s/veh) 22.7 22.2 6.1 20.5 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 22.7 22.2 6.1 20.5 0.1LOS CCACAApproach Delay (s/veh) 22.7 19.1 4.8Approach LOS C B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.35Intersection Signal Delay (s/veh): 21.2 Intersection LOS: CIntersection Capacity Utilization 29.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO30Timings2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 10Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 520 199 33 17 19Future Volume (vph) 520 199 33 17 19Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 25.0 25.0 50.0 25.0 25.0Total Split (%) 33.3% 33.3% 66.7% 33.3% 33.3%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27v/c Ratio 0.47 0.45 0.03 0.03 0.04Control Delay (s/veh) 24.3 26.7 6.2 20.7 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 24.3 26.7 6.2 20.7 0.1LOS CCACAApproach Delay (s/veh) 24.3 23.8 9.7Approach LOS C C AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.48Intersection Signal Delay (s/veh): 23.6 Intersection LOS: CIntersection Capacity Utilization 38.6% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO$0HCM Signalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 11Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0003438217691700622Future Volume (vph) 0003438217691700622Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 0.85Flt Protected 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 5036 1770 1863 1863 1583Flt Permitted 0.99 0.95 1.00 1.00 1.00Satd. Flow (perm) 5036 1770 1863 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0003741518751800724RTOR Reduction (vph)0000600000018Lane Group Flow (vph)0000464075180076Turn Type Perm NA Prot NA NA PermProtected Phases 2 3 8 4Permitted Phases 2 4Actuated Green, G (s) 20.0 20.0 45.0 20.0 20.0Effective Green, g (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1342 472 1117 496 422v/s Ratio Prot c0.04 c0.01 0.00v/s Ratio Perm 0.09 0.00v/c Ratio 0.34 0.15 0.01 0.01 0.01Uniform Delay, d1 22.2 21.0 6.0 20.2 20.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 0.7 0.0 0.0 0.0Delay (s) 22.9 21.7 6.0 20.2 20.3Level of Service C C A C CApproach Delay (s/veh) 0.0 22.9 18.7 20.3Approach LOS A C B CIntersection SummaryHCM 2000 Control Delay (s/veh) 22.1 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.17Actuated Cycle Length (s) 75.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 29.2% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO30HCM Signalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 11Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 0 0 0 54 520 15 199 33 0 0 17 19Future Volume (vph) 0 0 0 54 520 15 199 33 0 0 17 19Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.91 1.00 1.00 1.00 1.00Frt 0.99 1.00 1.00 1.00 0.85Flt Protected 0.99 0.95 1.00 1.00 1.00Satd. Flow (prot) 5043 1770 1863 1863 1583Flt Permitted 0.99 0.95 1.00 1.00 1.00Satd. Flow (perm) 5043 1770 1863 1863 1583Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 0 0 0 59 565 16 216 36 0 0 18 21RTOR Reduction (vph)0000400000015Lane Group Flow (vph)000063602163600186Turn Type Perm NA Prot NA NA PermProtected Phases 2 3 8 4Permitted Phases 2 4Actuated Green, G (s) 20.0 20.0 45.0 20.0 20.0Effective Green, g (s) 20.0 20.0 45.0 20.0 20.0Actuated g/C Ratio 0.27 0.27 0.60 0.27 0.27Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1344 472 1117 496 422v/s Ratio Prot c0.12 c0.02 0.01v/s Ratio Perm 0.13 0.00v/c Ratio 0.47 0.45 0.03 0.03 0.01Uniform Delay, d1 23.0 22.9 6.1 20.3 20.2Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 3.1 0.0 0.1 0.0Delay (s) 24.2 26.1 6.1 20.5 20.2Level of Service C C A C CApproach Delay (s/veh) 0.0 24.2 23.2 20.3Approach LOS A C C CIntersection SummaryHCM 2000 Control Delay (s/veh) 23.8 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.32Actuated Cycle Length (s) 75.0 Sum of lost time (s) 15.0Intersection Capacity Utilization 38.6% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO$0Timings2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 12Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 212 37 43 27 30 18Future Volume (vph) 212 37 43 27 30 18Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 37.0 37.0 28.0 28.0 28.0 28.0Total Split (%) 56.9% 56.9% 43.1% 43.1% 43.1% 43.1%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35v/c Ratio 0.16 0.05 0.07 0.04 0.09Control Delay (s/veh) 9.4 3.4 14.3 5.3 14.6Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 9.4 3.4 14.3 5.3 14.6LOS AABA BApproach Delay (s/veh) 8.7 10.9 14.7Approach LOS A B BIntersection SummaryCycle Length: 65Actuated Cycle Length: 65Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.17Intersection Signal Delay (s/veh): 9.8 Intersection LOS: AIntersection Capacity Utilization 27.3% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO30Timings2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 12Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 632 132 73 84 55 49Future Volume (vph) 632 132 73 84 55 49Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 37.0 37.0 28.0 28.0 28.0 28.0Total Split (%) 56.9% 56.9% 43.1% 43.1% 43.1% 43.1%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35v/c Ratio 0.48 0.16 0.11 0.14 0.20Control Delay (s/veh) 12.2 2.4 14.8 4.5 15.9Queue Delay 1.2 0.0 0.0 0.0 0.0Total Delay (s/veh) 13.4 2.4 14.8 4.5 15.9LOS BABA BApproach Delay (s/veh) 11.8 9.3 16.0Approach LOS B A BIntersection SummaryCycle Length: 65Actuated Cycle Length: 65Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.49Intersection Signal Delay (s/veh): 11.9 Intersection LOS: BIntersection Capacity Utilization 44.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO$0HCM Signalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 13Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 51212370000432730180Future Volume (vph) 51212370000432730180Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 0.96Satd. Flow (prot) 3505 1583 1863 1583 1807Flt Permitted 0.99 1.00 1.00 1.00 0.85Satd. Flow (perm) 3505 1583 1863 1583 1587Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 55230400000472933200RTOR Reduction (vph) 0 0 200000019000Lane Group Flow (vph) 0 285 20000047100530Turn Type Perm NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 6 8 4Actuated Green, G (s) 32.0 32.0 23.0 23.0 23.0Effective Green, g (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1725 779 659 560 561v/s Ratio Prot 0.03v/s Ratio Perm 0.08 0.01 0.01 c0.03v/c Ratio 0.16 0.02 0.07 0.01 0.09Uniform Delay, d1 9.1 8.4 13.9 13.6 14.0Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.0 0.2 0.0 0.3Delay (s) 9.3 8.5 14.1 13.7 14.3Level of Service A A B B BApproach Delay (s/veh) 9.2 0.0 13.9 14.3Approach LOS AABBIntersection SummaryHCM 2000 Control Delay (s/veh) 10.6 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.14Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 27.3% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO30HCM Signalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 13Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 1426321320000738455490Future Volume (vph) 1426321320000738455490Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 0.97Satd. Flow (prot) 3507 1583 1863 1583 1815Flt Permitted 0.99 1.00 1.00 1.00 0.83Satd. Flow (perm) 3507 1583 1863 1583 1547Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92Adj. Flow (vph) 1546871430000799160530RTOR Reduction (vph) 0 0 730000059000Lane Group Flow (vph) 0 841 700000793201130Turn Type Perm NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 6 8 4Actuated Green, G (s) 32.0 32.0 23.0 23.0 23.0Effective Green, g (s) 32.0 32.0 23.0 23.0 23.0Actuated g/C Ratio 0.49 0.49 0.35 0.35 0.35Clearance Time (s) 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1726 779 659 560 547v/s Ratio Prot 0.04v/s Ratio Perm 0.24 0.04 0.02 c0.07v/c Ratio 0.48 0.09 0.11 0.05 0.20Uniform Delay, d1 11.0 8.7 14.1 13.8 14.6Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.2 0.3 0.1 0.8Delay (s) 12.0 8.9 14.5 14.0 15.4Level of Service B A B B BApproach Delay (s/veh) 11.5 0.0 14.2 15.4Approach LOS BABBIntersection SummaryHCM 2000 Control Delay (s/veh) 12.3 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.37Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 44.9% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\7RWDO$0HCM Unsignalized Intersection Capacity Analysis2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 13 0 94 40 0Future Volume (Veh/h) 0 13 0 94 40 0Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 14 0 102 43 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 261 298pX, platoon unblockedvC, conflicting volume 145 43 43vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 145 43 43tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 99 100cM capacity (veh/h) 847 1027 1566Direction, Lane # EB 1 NB 1 SB 1Volume Total 14 102 43Volume Left 0 0 0Volume Right 14 0 0cSH 1027 1700 1700Volume to Capacity 0.01 0.06 0.03Queue Length 95th (ft) 1 0 0Control Delay (s/veh) 8.6 0.0 0.0Lane LOS AApproach Delay (s/veh) 8.6 0.0 0.0Approach LOS AIntersection SummaryAverage Delay 0.8Intersection Capacity Utilization 29.2% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\7RWDO30HCM Unsignalized Intersection Capacity Analysis2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 31 0 215 71 0Future Volume (Veh/h) 0 31 0 215 71 0Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92Hourly flow rate (vph) 0 34 0 234 77 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 261 298pX, platoon unblocked 0.99vC, conflicting volume 311 77 77vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 304 77 77tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 97 100cM capacity (veh/h) 684 984 1522Direction, Lane # EB 1 NB 1 SB 1Volume Total 34 234 77Volume Left 0 0 0Volume Right 34 0 0cSH 984 1700 1700Volume to Capacity 0.03 0.14 0.05Queue Length 95th (ft) 3 0 0Control Delay (s/veh) 8.8 0.0 0.0Lane LOS AApproach Delay (s/veh) 8.8 0.0 0.0Approach LOS AIntersection SummaryAverage Delay 0.9Intersection Capacity Utilization 38.6% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\7RWDO$0HCM 7th TWSC2026 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2026 Total AM Synchro 12 ReportCivTech Inc.Page 15IntersectionInt Delay, s/veh 0.8Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 13 0 94 40 0Future Vol, veh/h 0 13 0 94 40 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0140102430Major/Minor Minor2 Major1 Major2Conflicting Flow All - 43 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy -6.22----Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.318 - - - -Pot Cap-1 Maneuver 0 1027 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 1027 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB NB SBHCM Control Delay, s/v 8.56 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 1027 -HCM Lane V/C Ratio - 0.014 -HCM Control Delay (s/veh) - 8.6 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0 -5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\7RWDO30HCM 7th TWSC2026 Total PM 24-0640 Renton Market 12:50 am 09/09/2024 2026 Total PM Synchro 12 ReportCivTech Inc.Page 15IntersectionInt Delay, s/veh 0.9Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 31 0 215 71 0Future Vol, veh/h 0 31 0 215 71 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length ------Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 92 92 92 92 92 92Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0340234770Major/Minor Minor2 Major1 Major2Conflicting Flow All - 77 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 984 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 984----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 8.79 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 984 -HCM Lane V/C Ratio - 0.034 -HCM Control Delay (s/veh) - 8.8 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0.1 - Renton Market – Renton, Washington Traffic Impact Analysis 44 APPENDIX K: 2031 BUILD PEAK HOUR ANALYSIS 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW7RWDO$0HCM Unsignalized Intersection Capacity Analysis2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 1 518 10 0Future Volume (Veh/h) 0 0 1 518 10 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 1 576 11 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 146 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 146 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 99 100cM capacity (veh/h) 1622 831 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 83 165 165 165 11Volume Left 100011Volume Right 00000cSH 1622 1700 1700 1700 831Volume to Capacity 0.00 0.10 0.10 0.10 0.01Queue Length 95th (ft)00001Control Delay (s/veh) 0.1 0.0 0.0 0.0 9.4Lane LOS A AApproach Delay (s/veh) 0.0 9.4Approach LOS AIntersection SummaryAverage Delay 0.2Intersection Capacity Utilization 17.5% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ(JUHVV QG6WUHHW7RWDO30HCM Unsignalized Intersection Capacity Analysis2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 1Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 807 125 1Future Volume (Veh/h) 0 0 0 807 125 1Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 0 897 139 1PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 148 164pX, platoon unblockedvC, conflicting volume 0 224 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 224 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 81 100cM capacity (veh/h) 1622 744 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4 NB 1Volume Total 224 224 224 224 140Volume Left 0000139Volume Right 00001cSH 1700 1700 1700 1700 745Volume to Capacity 0.13 0.13 0.13 0.13 0.19Queue Length 95th (ft)000017Control Delay (s/veh) 0.0 0.0 0.0 0.0 10.9Lane LOS BApproach Delay (s/veh) 0.0 10.9Approach LOS BIntersection SummaryAverage Delay 1.5Intersection Capacity Utilization 25.3% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW7RWDO$0HCM Unsignalized Intersection Capacity Analysis2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 35 487 0 0Future Volume (Veh/h) 0 0 35 487 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 39 541 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 213 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 213 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 98 100 100cM capacity (veh/h) 1622 737 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 116 155 155 155Volume Left 39000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.02 0.09 0.09 0.09Queue Length 95th (ft)2000Control Delay (s/veh) 2.6 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 0.5Approach LOSIntersection SummaryAverage Delay 0.5Intersection Capacity Utilization 10.9% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW &LW\&HQWHU3DUNLQJ,QJUHVV QG6WUHHW7RWDO30HCM Unsignalized Intersection Capacity Analysis2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 2Movement EBT EBR WBL WBT NBL NBRLane ConfigurationsTraffic Volume (veh/h) 0 0 119 811 0 0Future Volume (Veh/h) 0 0 119 811 0 0Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 132 901 0 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 76 236pX, platoon unblockedvC, conflicting volume 0 489 0vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 0 489 0tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 92 100 100cM capacity (veh/h) 1622 467 1084Direction, Lane # WB 1 WB 2 WB 3 WB 4Volume Total 261 257 257 257Volume Left 132000Volume Right 0000cSH 1622 1700 1700 1700Volume to Capacity 0.08 0.15 0.15 0.15Queue Length 95th (ft)7000Control Delay (s/veh) 4.1 0.0 0.0 0.0Lane LOS AApproach Delay (s/veh) 1.0Approach LOSIntersection SummaryAverage Delay 1.0Intersection Capacity Utilization 16.9% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO$0Timings2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 326 24 68 33 46Future Volume (vph) 326 24 68 33 46Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.19 0.13 0.04 0.07Control Delay (s/veh) 4.2 13.4 12.5 4.3Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 4.2 13.4 12.5 4.3LOS A BBAApproach Delay (s/veh) 4.2 13.5 7.8Approach LOS A B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.20Intersection Signal Delay (s/veh): 5.9 Intersection LOS: AIntersection Capacity Utilization 27.9% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO30Timings2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 3Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 575 33 24 31 259Future Volume (vph) 575 33 24 31 259Turn Type NA Perm NA NA PermProtected Phases 2 8 4Permitted Phases 8 4Detector Phase 28844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 22.5 22.5 22.5Total Split (s) 38.0 37.0 37.0 37.0 37.0Total Split (%) 50.7% 49.3% 49.3% 49.3% 49.3%Yellow Time (s) 3.5 3.5 3.5 3.5 3.5All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 4.5 4.5Lead/LagLead-Lag Optimize?Recall Mode C-Max None None Max MaxAct Effct Green (s) 33.5 32.5 32.5 32.5Actuated g/C Ratio 0.45 0.43 0.43 0.43v/c Ratio 0.29 0.09 0.04 0.36Control Delay (s/veh) 10.4 13.0 12.5 7.5Queue Delay 0.0 0.0 0.0 0.0Total Delay (s/veh) 10.4 13.0 12.5 7.5LOS B BBAApproach Delay (s/veh) 10.4 13.1 8.1Approach LOS B B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL and 6:, Start of GreenNatural Cycle: 45Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.37Intersection Signal Delay (s/veh): 9.9 Intersection LOS: AIntersection Capacity Utilization 42.6% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 3: Logan Avenue & 2nd Street 5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO$0HCM 7th Signalized Intersection Summary2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 20 326 149 24 68 0 0 33 46Future Volume (veh/h) 0 0 0 20 326 149 24 68 0 0 33 46Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 22 362 166 27 76 0 0 37 51Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 129 2136 708 219 585 0 0 810 687Arrive On Green 0.15 0.15 0.15 0.43 0.43 0.00 0.00 0.43 0.43Sat Flow, veh/h 290 4783 1585 365 1349 0 0 1870 1585Grp Volume(v), veh/h 141 243 166 103 0 0 0 37 51Grp Sat Flow(s),veh/h/ln 1856 1609 1585 1714 0 0 0 1870 1585Q Serve(g_s), s 5.0 5.0 6.9 0.0 0.0 0.0 0.0 0.9 1.4Cycle Q Clear(g_c), s 5.0 5.0 6.9 2.5 0.0 0.0 0.0 0.9 1.4Prop In Lane 0.16 1.00 0.26 0.00 0.00 1.00Lane Grp Cap(c), veh/h 829 1437 708 803 0 0 0 810 687V/C Ratio(X) 0.17 0.17 0.23 0.13 0.00 0.00 0.00 0.05 0.07Avail Cap(c_a), veh/h 829 1437 708 803 0 0 0 810 687HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 19.8 19.8 20.6 12.7 0.0 0.0 0.0 12.3 12.4Incr Delay (d2), s/veh 0.4 0.3 0.8 0.1 0.0 0.0 0.0 0.1 0.2Initial 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(95%),veh/ln 4.0 3.4 5.0 1.8 0.0 0.0 0.0 0.6 0.9Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 20.3 20.1 21.4 12.8 0.0 0.0 0.0 12.4 12.7LnGrp LOS C C C B B BApproach Vol, veh/h 550 103 88Approach Delay, s/veh 20.5 12.8 12.5Approach LOS C B BTimer - Assigned Phs 2 4 8Phs Duration (G+Y+Rc), s 38.0 37.0 37.0Change Period (Y+Rc), s 4.5 4.5 4.5Max Green Setting (Gmax), s 33.5 32.5 32.5Max Q Clear Time (g_c+I1), s 8.9 3.4 4.5Green Ext Time (p_c), s 3.6 0.3 0.5Intersection SummaryHCM 7th Control Delay, s/veh 18.5HCM 7th LOS B5HQWRQ0DUNHW /RJDQ$YHQXH QG6WUHHW7RWDO30HCM 7th Signalized Intersection Summary2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 5Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 37 575 137 33 24 0 0 31 259Future Volume (veh/h) 0 0 0 37 575 137 33 24 0 0 31 259Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 41 639 152 37 27 0 0 34 288Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 149 2321 534 386 263 0 0 810 687Arrive On Green 0.15 0.15 0.15 0.43 0.43 0.00 0.00 0.43 0.43Sat Flow, veh/h 334 5197 1195 715 606 0 0 1870 1585Grp Volume(v), veh/h 228 394 211 64 0 0 0 34 288Grp Sat Flow(s),veh/h/ln 1854 1609 1655 1321 0 0 0 1870 1585Q Serve(g_s), s 8.2 8.2 8.5 0.1 0.0 0.0 0.0 0.8 9.4Cycle Q Clear(g_c), s 8.2 8.2 8.5 1.5 0.0 0.0 0.0 0.8 9.4Prop In Lane 0.18 0.72 0.58 0.00 0.00 1.00Lane Grp Cap(c), veh/h 828 1437 739 648 0 0 0 810 687V/C Ratio(X) 0.27 0.27 0.28 0.10 0.00 0.00 0.00 0.04 0.42Avail Cap(c_a), veh/h 828 1437 739 648 0 0 0 810 687HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 21.2 21.2 21.3 12.5 0.0 0.0 0.0 12.3 14.7Incr Delay (d2), s/veh 0.8 0.5 1.0 0.1 0.0 0.0 0.0 0.1 1.9Initial 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(95%),veh/ln 7.1 6.0 6.6 1.1 0.0 0.0 0.0 0.6 6.3Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 22.0 21.6 22.3 12.5 0.0 0.0 0.0 12.4 16.6LnGrp LOS C C C B B BApproach Vol, veh/h 832 64 322Approach Delay, s/veh 21.9 12.5 16.1Approach LOS C B BTimer - Assigned Phs 2 4 8Phs Duration (G+Y+Rc), s 38.0 37.0 37.0Change Period (Y+Rc), s 4.5 4.5 4.5Max Green Setting (Gmax), s 33.5 32.5 32.5Max Q Clear Time (g_c+I1), s 10.5 11.4 3.5Green Ext Time (p_c), s 5.6 1.1 0.3Intersection SummaryHCM 7th Control Delay, s/veh 19.9HCM 7th LOS B 5HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH7RWDO$0HCM Unsignalized Intersection Capacity Analysis2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 6Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0 0 76 3 6 65Future Volume (Veh/h) 0 0 76 3 6 65Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0 0 84 3 7 72PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 172 86 87vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 172 86 87tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 100cM capacity (veh/h) 815 973 1509Direction, Lane # NB 1 SB 1Volume Total 87 79Volume Left 0 7Volume Right 3 0cSH 1700 1509Volume to Capacity 0.05 0.00Queue Length 95th (ft) 0 0Control Delay (s/veh) 0.0 0.7Lane LOS AApproach Delay (s/veh) 0.0 0.7Approach LOSIntersection SummaryAverage Delay 0.3Intersection Capacity Utilization 11.7% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW 5HQWRQ0DUNHW'ULYHZD\ /RJDQ$YHQXH7RWDO30HCM Unsignalized Intersection Capacity Analysis2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 6Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (veh/h) 0013162Future Volume (Veh/h) 0013162Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 0013182PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 259 302pX, platoon unblockedvC, conflicting volume 41 3 4vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 41 3 4tC, single (s) 6.4 6.2 4.1tC, 2 stage (s)tF (s) 3.5 3.3 2.2p0 queue free % 100 100 99cM capacity (veh/h) 960 1082 1618Direction, Lane # NB 1 SB 1Volume Total 4 20Volume Left 0 18Volume Right 3 0cSH 1700 1618Volume to Capacity 0.00 0.01Queue Length 95th (ft) 0 1Control Delay (s/veh) 0.0 6.5Lane LOS AApproach Delay (s/veh) 0.0 6.5Approach LOSIntersection SummaryAverage Delay 5.4Intersection Capacity Utilization 11.0% ICU Level of Service AAnalysis Period (min) 15 5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW7RWDO$0HCM 7th TWSC2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 8IntersectionInt Delay, s/veh 0.4Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 1 6 0 73 70 7Future Vol, veh/h 1 6 0 73 70 7Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0 - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 1 7 08178 8Major/Minor Minor2 Major1 Major2Conflicting Flow All 163 82 - 0 - 0 Stage 1 82 - - - - - Stage 2 81 - - - - -Critical Hdwy 6.42 6.22 - - - -Critical Hdwy Stg 15.42-----Critical Hdwy Stg 25.42-----Follow-up Hdwy 3.518 3.318 - - - -Pot Cap-1 Maneuver 828 978 0 - - - Stage 1 942 - 0 - - - Stage 2 942 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver 828 978 - - - -Mov Cap-2 Maneuver 828 - - - - - Stage 1 942 - - - - - Stage 2 942 - - - - -Approach EB NB SBHCM Control Delay, s/v 8.71 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h) - 978 - -HCM Lane V/C Ratio - 0.007 - -HCM Control Delay (s/veh) - 8.7 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) - 0 - -5HQWRQ0DUNHW /RJDQ$YHQXH 'ULYHZD\QRIUG6WUHHW7RWDO30HCM 7th TWSC2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 8IntersectionInt Delay, s/veh 0Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 0 0 3 2 0Future Vol, veh/h 0 0 0 3 2 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - 0----Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0 0 0 3 2 0Major/Minor Minor2 Major1 Major2Conflicting Flow All - 2 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 1082 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - -Platoon blocked, % - - -Mov Cap-1 Maneuver - 1082----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 0 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBT SBRCapacity (veh/h)----HCM Lane V/C Ratio----HCM Control Delay (s/veh) - 0 - -HCM Lane LOS - A - -HCM 95th %tile Q(veh) ---- 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO$0Timings2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 9Lane Group EBT NBR SBLLane ConfigurationsTraffic Volume (vph) 246 16 77Future Volume (vph) 246 16 77Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 3Detector Phase 2 3 4Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30.0%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5 18.0Actuated g/C Ratio 0.41 0.11 0.36v/c Ratio 0.24 0.02 0.13Control Delay (s/veh) 10.2 0.0 13.4Queue Delay 0.0 0.0 0.0Total Delay (s/veh) 10.2 0.0 13.4LOS BABApproach Delay (s/veh) 10.2Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.24Intersection Signal Delay (s/veh): 10.4 Intersection LOS: BIntersection Capacity Utilization 28.1% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO30Timings2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 9Lane Group EBT NBR SBLLane ConfigurationsTraffic Volume (vph) 975 21 2Future Volume (vph) 975 21 2Turn Type NA Perm ProtProtected Phases 2 4Permitted Phases 3Detector Phase 2 3 4Switch PhaseMinimum Initial (s) 5.0 5.0 5.0Minimum Split (s) 22.5 22.5 23.0Total Split (s) 25.0 10.0 15.0Total Split (%) 50.0% 20.0% 30.0%Yellow Time (s) 3.5 3.5 4.0All-Red Time (s) 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0Total Lost Time (s) 4.5 4.5 5.0Lead/Lag Lead LagLead-Lag Optimize? Yes YesRecall Mode C-Max None MaxAct Effct Green (s) 20.5 5.5 18.0Actuated g/C Ratio 0.41 0.11 0.36v/c Ratio 0.77 0.04 0.00Control Delay (s/veh) 17.4 0.1 13.5Queue Delay 0.0 0.0 0.0Total Delay (s/veh) 17.4 0.1 13.5LOS BABApproach Delay (s/veh) 17.5Approach LOS BIntersection SummaryCycle Length: 50Actuated Cycle Length: 50Offset: 0 (0%), Referenced to phase 2:EBTL and 6:, Start of GreenNatural Cycle: 75Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.78Intersection Signal Delay (s/veh): 17.1 Intersection LOS: BIntersection Capacity Utilization 46.4% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 6: 3rd Street & Logan Avenue 5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO$0HCM Signalized Intersection Capacity Analysis2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 68246200000167700Future Volume (vph) 68246200000167700Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 5.0Lane Util. Factor 0.95 1.00 1.00Frt 0.99 0.86 1.00Flt Protected 0.98 1.00 0.95Satd. Flow (prot) 3498 1611 1770Flt Permitted 0.98 1.00 0.95Satd. Flow (perm) 3498 1611 1770Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 76273200000188600RTOR Reduction (vph)0100000018000Lane Group Flow (vph) 0 35000000008600Turn Type Perm NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1 18.0Effective Green, g (s) 16.9 1.1 18.0Actuated g/C Ratio 0.34 0.02 0.36Clearance Time (s) 4.5 4.5 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1182 35 637v/s Ratio Protc0.05v/s Ratio Perm 0.10 c0.00v/c Ratio 0.29 0.01 0.13Uniform Delay, d1 12.1 23.9 10.7Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.6 0.1 0.4Delay (s) 12.8 24.0 11.2Level of Service B C BApproach Delay (s/veh) 12.8 0.0 24.0 11.2Approach LOS B A C BIntersection SummaryHCM 2000 Control Delay (s/veh) 13.0 HCM 2000 Level of Service BHCM 2000 Volume to Capacity ratio 0.21Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 28.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group5HQWRQ0DUNHW UG6WUHHW /RJDQ$YHQXH7RWDO30HCM Signalized Intersection Capacity Analysis2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 10Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (vph) 3975330000021200Future Volume (vph) 3975330000021200Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900Total Lost time (s) 4.5 4.5 5.0Lane Util. Factor 0.95 1.00 1.00Frt 0.99 0.86 1.00Flt Protected 0.99 1.00 0.95Satd. Flow (prot) 3521 1611 1770Flt Permitted 0.99 1.00 0.95Satd. Flow (perm) 3521 1611 1770Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Adj. Flow (vph) 3 1083 370000023200RTOR Reduction (vph)0500000022000Lane Group Flow (vph) 0 11180000001200Turn Type Perm NA Perm ProtProtected Phases 2 4Permitted Phases 2 3Actuated Green, G (s) 16.9 1.1 18.0Effective Green, g (s) 16.9 1.1 18.0Actuated g/C Ratio 0.34 0.02 0.36Clearance Time (s) 4.5 4.5 5.0Vehicle Extension (s) 3.0 3.0 3.0Lane Grp Cap (vph) 1190 35 637v/s Ratio Protc0.00v/s Ratio Perm 0.32 c0.00v/c Ratio 0.93 0.01 0.00Uniform Delay, d1 16.0 23.9 10.2Progression Factor 1.00 1.00 1.00Incremental Delay, d2 15.0 0.1 0.0Delay (s) 31.1 24.0 10.2Level of Service C C BApproach Delay (s/veh) 31.1 0.0 24.0 10.2Approach LOS C A C BIntersection SummaryHCM 2000 Control Delay (s/veh) 30.9 HCM 2000 Level of Service CHCM 2000 Volume to Capacity ratio 0.44Actuated Cycle Length (s) 50.0 Sum of lost time (s) 14.0Intersection Capacity Utilization 46.4% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO$0Timings2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 12Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 421 76 18 7 24Future Volume (vph) 421 76 18 7 24Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 27.0 25.0 48.0 23.0 23.0Total Split (%) 36.0% 33.3% 64.0% 30.7% 30.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 22.0 20.0 43.0 18.0 18.0Actuated g/C Ratio 0.29 0.27 0.57 0.24 0.24v/c Ratio 0.35 0.17 0.01 0.01 0.05Control Delay (s/veh) 21.4 22.4 7.0 22.0 0.2Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 21.4 22.4 7.0 22.0 0.2LOS CCACAApproach Delay (s/veh) 21.4 19.5 5.2Approach LOS C B AIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.36Intersection Signal Delay (s/veh): 20.3 Intersection LOS: CIntersection Capacity Utilization 30.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO30Timings2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 12Lane Group WBT NBL NBT SBT SBRLane ConfigurationsTraffic Volume (vph) 572 216 37 18 21Future Volume (vph) 572 216 37 18 21Turn Type NA Prot NA NA PermProtected Phases 2384Permitted Phases 4Detector Phase 23844Switch PhaseMinimum Initial (s) 5.0 5.0 4.0 5.0 5.0Minimum Split (s) 23.0 23.0 23.0 23.0 23.0Total Split (s) 27.0 25.0 48.0 23.0 23.0Total Split (%) 36.0% 33.3% 64.0% 30.7% 30.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/Lag Lead Lag LagLead-Lag Optimize? Yes Yes YesRecall Mode C-Max Max Max Max MaxAct Effct Green (s) 22.0 20.0 43.0 18.0 18.0Actuated g/C Ratio 0.29 0.27 0.57 0.24 0.24v/c Ratio 0.48 0.50 0.03 0.04 0.05Control Delay (s/veh) 23.0 27.8 7.1 22.3 0.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 23.0 27.8 7.1 22.3 0.1LOS CCACAApproach Delay (s/veh) 23.0 24.8 10.5Approach LOS C C BIntersection SummaryCycle Length: 75Actuated Cycle Length: 75Offset: 0 (0%), Referenced to phase 2:WBTL, Start of GreenNatural Cycle: 70Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.51Intersection Signal Delay (s/veh): 23.0 Intersection LOS: CIntersection Capacity Utilization 40.8% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 7: Burnett Avenue & 2nd Street 5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO$0HCM 7th Signalized Intersection Summary2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0003842118761800724Future Volume (veh/h) 0003842118761800724Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 4246820842000827Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 125 1395 59 475 1072 0 0 449 380Arrive On Green 0.29 0.29 0.29 0.27 0.57 0.00 0.00 0.24 0.24Sat Flow, veh/h 427 4756 202 1781 1870 0 0 1870 1585Grp Volume(v), veh/h 182167181842000827Grp Sat Flow(s),veh/h/ln 1849 1702 1834 1781 1870 0 0 1870 1585Q Serve(g_s), s 5.8 5.8 5.8 2.7 0.3 0.0 0.0 0.2 1.0Cycle Q Clear(g_c), s 5.8 5.8 5.8 2.7 0.3 0.0 0.0 0.2 1.0Prop In Lane 0.23 0.11 1.00 0.00 0.00 1.00Lane Grp Cap(c), veh/h 542 499 538 475 1072 0 0 449 380V/C Ratio(X) 0.34 0.33 0.34 0.18 0.02 0.00 0.00 0.02 0.07Avail Cap(c_a), veh/h 542 499 538 475 1072 0 0 449 380HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 20.8 20.8 20.8 21.2 6.9 0.0 0.0 21.8 22.0Incr Delay (d2), s/veh 1.7 1.8 1.7 0.8 0.0 0.0 0.0 0.1 0.4Initial 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(95%),veh/ln 4.7 4.4 4.7 2.2 0.2 0.0 0.0 0.2 0.7Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 22.4 22.6 22.5 22.0 6.9 0.0 0.0 21.8 22.4LnGrp LOS CCCCA CCApproach Vol, veh/h 530 104 35Approach Delay, s/veh 22.5 19.1 22.3Approach LOS C B CTimer - Assigned Phs 2 3 4 8Phs Duration (G+Y+Rc), s 27.0 25.0 23.0 48.0Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 22.0 20.0 18.0 43.0Max Q Clear Time (g_c+I1), s 7.8 4.7 3.0 2.3Green Ext Time (p_c), s 2.7 0.1 0.1 0.1Intersection SummaryHCM 7th Control Delay, s/veh 21.9HCM 7th LOS C5HQWRQ0DUNHW %XUQHWW$YHQXH QG6WUHHW7RWDO30HCM 7th Signalized Intersection Summary2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 14Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 0 0 0 60 572 16 216 37 0 0 18 21Future Volume (veh/h) 0 0 0 60 572 16 216 37 0 0 18 21Initial Q (Qb), veh 000000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870Adj Flow Rate, veh/h 67 636 18 240 41 0 0 20 23Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222220022Cap, veh/h 147 1396 39 475 1072 0 0 449 380Arrive On Green 0.29 0.29 0.29 0.27 0.57 0.00 0.00 0.24 0.24Sat Flow, veh/h 501 4758 135 1781 1870 0 0 1870 1585Grp Volume(v), veh/h 247 227 247 240 41 0 0 20 23Grp Sat Flow(s),veh/h/ln 1845 1702 1846 1781 1870 0 0 1870 1585Q Serve(g_s), s 8.2 8.2 8.2 8.6 0.7 0.0 0.0 0.6 0.8Cycle Q Clear(g_c), s 8.2 8.2 8.2 8.6 0.7 0.0 0.0 0.6 0.8Prop In Lane 0.27 0.07 1.00 0.00 0.00 1.00Lane Grp Cap(c), veh/h 541 499 542 475 1072 0 0 449 380V/C Ratio(X) 0.46 0.45 0.46 0.51 0.04 0.00 0.00 0.04 0.06Avail Cap(c_a), veh/h 541 499 542 475 1072 0 0 449 380HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00Uniform Delay (d), s/veh 21.6 21.6 21.6 23.3 7.0 0.0 0.0 21.9 22.0Incr Delay (d2), s/veh 2.8 3.0 2.8 3.8 0.1 0.0 0.0 0.2 0.3Initial 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(95%),veh/ln 6.8 6.3 6.8 7.1 0.5 0.0 0.0 0.5 0.6Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 24.4 24.6 24.4 27.1 7.0 0.0 0.0 22.1 22.3LnGrp LOS CCCCA CCApproach Vol, veh/h 721 281 43Approach Delay, s/veh 24.4 24.2 22.2Approach LOS C C CTimer - Assigned Phs 2 3 4 8Phs Duration (G+Y+Rc), s 27.0 25.0 23.0 48.0Change Period (Y+Rc), s 5.0 5.0 5.0 5.0Max Green Setting (Gmax), s 22.0 20.0 18.0 43.0Max Q Clear Time (g_c+I1), s 10.2 10.6 2.8 2.7Green Ext Time (p_c), s 3.4 0.5 0.1 0.2Intersection SummaryHCM 7th Control Delay, s/veh 24.3HCM 7th LOS C 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO$0Timings2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 15Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 234 41 47 30 32 19Future Volume (vph) 234 41 47 30 32 19Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 35.0 35.0 25.0 25.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7% 41.7% 41.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 30.0 30.0 20.0 20.0 20.0Actuated g/C Ratio 0.50 0.50 0.33 0.33 0.33v/c Ratio 0.18 0.05 0.08 0.05 0.10Control Delay (s/veh) 8.5 3.0 14.2 5.5 14.6Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay (s/veh) 8.5 3.0 14.2 5.5 14.6LOS AABA BApproach Delay (s/veh) 7.9 10.9 14.6Approach LOS A B BIntersection SummaryCycle Length: 60Actuated Cycle Length: 60Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.18Intersection Signal Delay (s/veh): 9.2 Intersection LOS: AIntersection Capacity Utilization 28.1% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO30Timings2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 15Lane Group EBT EBR NBT NBR SBL SBTLane ConfigurationsTraffic Volume (vph) 698 146 80 93 59 54Future Volume (vph) 698 146 80 93 59 54Turn Type NA Perm NA Perm Perm NAProtected Phases 6 8 4Permitted Phases 6 8 4Detector Phase 668844Switch PhaseMinimum Initial (s) 5.0 5.0 5.0 5.0 4.0 4.0Minimum Split (s) 29.0 29.0 23.0 23.0 23.0 23.0Total Split (s) 35.0 35.0 25.0 25.0 25.0 25.0Total Split (%) 58.3% 58.3% 41.7% 41.7% 41.7% 41.7%Yellow Time (s) 4.0 4.0 4.0 4.0 4.0 4.0All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0Lead/LagLead-Lag Optimize?Recall Mode C-Max C-Max Max Max Max MaxAct Effct Green (s) 30.0 30.0 20.0 20.0 20.0Actuated g/C Ratio 0.50 0.50 0.33 0.33 0.33v/c Ratio 0.54 0.18 0.14 0.17 0.24Control Delay (s/veh) 11.7 2.2 14.8 4.5 16.1Queue Delay 1.3 0.0 0.0 0.0 0.0Total Delay (s/veh) 13.0 2.2 14.8 4.5 16.1LOS BABA BApproach Delay (s/veh) 11.5 9.3 16.2Approach LOS B A BIntersection SummaryCycle Length: 60Actuated Cycle Length: 60Offset: 0 (0%), Referenced to phase 2: and 6:EBTL, Start of GreenNatural Cycle: 55Control Type: Actuated-CoordinatedMaximum v/c Ratio: 0.54Intersection Signal Delay (s/veh): 11.6 Intersection LOS: BIntersection Capacity Utilization 48.2% ICU Level of Service AAnalysis Period (min) 15Splits and Phases: 8: 3rd Street & Burnett Avenue 5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO$0HCM 7th Signalized Intersection Summary2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 17Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 55234410000473032190Future Volume (veh/h) 55234410000473032190Initial Q (Qb), veh 000 000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0Adj Flow Rate, veh/h 61 260 46 0 52 33 36 21 0Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222 022220Cap, veh/h 342 1464 793 0 623 528 390 207 0Arrive On Green 0.50 0.50 0.50 0.00 0.33 0.33 0.33 0.33 0.00Sat Flow, veh/h 684 2929 1585 0 1870 1585 877 621 0Grp Volume(v), veh/h 164 157 46 0 52 33 57 0 0Grp Sat Flow(s),veh/h/ln 1836 1777 1585 0 1870 1585 1498 0 0Q Serve(g_s), s 2.9 2.9 0.9 0.0 1.1 0.9 0.1 0.0 0.0Cycle Q Clear(g_c), s 2.9 2.9 0.9 0.0 1.1 0.9 1.3 0.0 0.0Prop In Lane 0.37 1.00 0.00 1.00 0.63 0.00Lane Grp Cap(c), veh/h 918 888 793 0 623 528 597 0 0V/C Ratio(X) 0.18 0.18 0.06 0.00 0.08 0.06 0.10 0.00 0.00Avail Cap(c_a), veh/h 918 888 793 0 623 528 597 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.99 0.99 0.99 0.00 1.00 1.00 1.00 0.00 0.00Uniform Delay (d), s/veh 8.2 8.2 7.7 0.0 13.7 13.6 13.8 0.0 0.0Incr Delay (d2), s/veh 0.4 0.4 0.1 0.0 0.3 0.2 0.3 0.0 0.0Initial 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(95%),veh/ln 2.0 1.9 0.5 0.0 0.9 0.6 1.0 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 8.7 8.7 7.9 0.0 14.0 13.8 14.1 0.0 0.0LnGrp LOS AAA BBBApproach Vol, veh/h 367 85 57Approach Delay, s/veh 8.6 13.9 14.1Approach LOS A B BTimer - Assigned Phs 4 6 8Phs Duration (G+Y+Rc), s 25.0 35.0 25.0Change Period (Y+Rc), s 5.0 5.0 5.0Max Green Setting (Gmax), s 20.0 30.0 20.0Max Q Clear Time (g_c+I1), s 3.3 4.9 3.1Green Ext Time (p_c), s 0.2 2.0 0.3Intersection SummaryHCM 7th Control Delay, s/veh 10.1HCM 7th LOS B5HQWRQ0DUNHW UG6WUHHW %XUQHWW$YHQXH7RWDO30HCM 7th Signalized Intersection Summary2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 17Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsTraffic Volume (veh/h) 1556981460000809359540Future Volume (veh/h) 1556981460000809359540Initial Q (Qb), veh 000 000000Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Work Zone On Approach No No NoAdj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0Adj Flow Rate, veh/h 172 776 162 0 89 103 66 60 0Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90Percent Heavy Veh, % 222 022220Cap, veh/h 328 1479 793 0 623 528 318 262 0Arrive On Green 0.50 0.50 0.50 0.00 0.33 0.33 0.33 0.33 0.00Sat Flow, veh/h 656 2959 1585 0 1870 1585 679 787 0Grp Volume(v), veh/h 482 466 162 0 89 103 126 0 0Grp Sat Flow(s),veh/h/ln 1838 1777 1585 0 1870 1585 1466 0 0Q Serve(g_s), s 10.7 10.7 3.4 0.0 2.0 2.8 1.4 0.0 0.0Cycle Q Clear(g_c), s 10.7 10.7 3.4 0.0 2.0 2.8 3.4 0.0 0.0Prop In Lane 0.36 1.00 0.00 1.00 0.52 0.00Lane Grp Cap(c), veh/h 919 888 793 0 623 528 580 0 0V/C Ratio(X) 0.52 0.52 0.20 0.00 0.14 0.19 0.22 0.00 0.00Avail Cap(c_a), veh/h 919 888 793 0 623 528 580 0 0HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Upstream Filter(I) 0.56 0.56 0.56 0.00 1.00 1.00 1.00 0.00 0.00Uniform Delay (d), s/veh 10.2 10.2 8.4 0.0 14.0 14.3 14.4 0.0 0.0Incr Delay (d2), s/veh 1.2 1.2 0.3 0.0 0.5 0.8 0.9 0.0 0.0Initial 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(95%),veh/ln 6.3 6.1 1.9 0.0 1.5 1.8 2.3 0.0 0.0Unsig. Movement Delay, s/vehLnGrp Delay(d), s/veh 11.4 11.4 8.7 0.0 14.5 15.1 15.2 0.0 0.0LnGrp LOS BBA BBBApproach Vol, veh/h 1110 192 126Approach Delay, s/veh 11.0 14.8 15.2Approach LOS B B BTimer - Assigned Phs 4 6 8Phs Duration (G+Y+Rc), s 25.0 35.0 25.0Change Period (Y+Rc), s 5.0 5.0 5.0Max Green Setting (Gmax), s 20.0 30.0 20.0Max Q Clear Time (g_c+I1), s 5.4 12.7 4.8Green Ext Time (p_c), s 0.5 6.4 0.6Intersection SummaryHCM 7th Control Delay, s/veh 11.9HCM 7th LOS B 5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\7RWDO$0HCM 7th TWSC2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 19IntersectionInt Delay, s/veh 0.7Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 14 0 102 45 0Future Vol, veh/h 0 14 0 102 45 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length - - - - - -Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0160113500Major/Minor Minor2 Major1 Major2Conflicting Flow All - 50 - 0 - 0 Stage 1 - - - - - - Stage 2 - - - - - -Critical Hdwy -6.22----Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.318 - - - -Pot Cap-1 Maneuver 0 1018 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 1018 - - - -Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - -Approach EB NB SBHCM Control Delay, s/v 8.59 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 1018 -HCM Lane V/C Ratio - 0.015 -HCM Control Delay (s/veh) - 8.6 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0 -5HQWRQ0DUNHW %XUQHWW$YHQXH 5HQWRQ0DUNHW'ULYHZD\7RWDO30HCM 7th TWSC2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 19IntersectionInt Delay, s/veh 0.8Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsTraffic Vol, veh/h 0 33 0 235 78 0Future Vol, veh/h 0 33 0 235 78 0Conflicting Peds, #/hr 0 0 0 0 0 0Sign Control Stop Stop Free Free Free FreeRT Channelized - None - None - NoneStorage Length ------Veh in Median Storage, # 0 - - 0 0 -Grade, % 0 - - 0 0 -Peak Hour Factor 90 90 90 90 90 90Heavy Vehicles, % 2 2 2 2 2 2Mvmt Flow 0370261870Major/Minor Minor2 Major1 Major2Conflicting Flow All - 87 - 0 - 0 Stage 1 ------ Stage 2 ------Critical Hdwy - 6.22 - - - -Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy -3.318----Pot Cap-1 Maneuver 0 972 0 - - 0 Stage 1 0 - 0 - - 0 Stage 2 0 - 0 - - 0Platoon blocked, % - -Mov Cap-1 Maneuver - 972----Mov Cap-2 Maneuver ------ Stage 1 ------ Stage 2 ------Approach EB NB SBHCM Control Delay, s/v 8.85 0 0HCM LOS AMinor Lane/Major Mvmt NBTEBLn1 SBTCapacity (veh/h) - 972 -HCM Lane V/C Ratio - 0.038 -HCM Control Delay (s/veh) - 8.8 -HCM Lane LOS - A -HCM 95th %tile Q(veh) - 0.1 - 5HQWRQ0DUNHW QG6WUHHW %XUQHWW3ODFH7RWDO$0HCM Unsignalized Intersection Capacity Analysis2031 Total AM 24-0640 Renton Market 12:49 am 09/09/2024 2031 Total AM Synchro 12 ReportCivTech Inc.Page 20Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 00399602PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 405 402 103vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 405 402 103tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1150 576 932Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 114 114 114 63 2Volume Left 00000Volume Right 00062cSH 1700 1700 1700 1700 932Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 155HQWRQ0DUNHW QG6WUHHW %XUQHWW3ODFH7RWDO30HCM Unsignalized Intersection Capacity Analysis2031 Total PM 24-0640 Renton Market 3:04 pm 10/03/2024 2031 Total PM Synchro 12 ReportCivTech Inc.Page 20Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsTraffic Volume (veh/h) 00359502Future Volume (Veh/h) 00359502Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90Hourly flow rate (vph) 00399602PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 258 54pX, platoon unblockedvC, conflicting volume 405 402 103vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 405 402 103tC, single (s) 4.1 6.8 6.9tC, 2 stage (s)tF (s) 2.2 3.5 3.3p0 queue free % 100 100 100cM capacity (veh/h) 1150 576 932Direction, Lane # WB 1 WB 2 WB 3 WB 4 SB 1Volume Total 114 114 114 63 2Volume Left 00000Volume Right 00062cSH 1700 1700 1700 1700 932Volume to Capacity 0.07 0.07 0.07 0.04 0.00Queue Length 95th (ft)00000Control Delay (s/veh) 0.0 0.0 0.0 0.0 8.9Lane LOS AApproach Delay (s/veh) 0.0 8.9Approach LOS AIntersection SummaryAverage Delay 0.0Intersection Capacity Utilization 15.3% ICU Level of Service AAnalysis Period (min) 15 Renton Market – Renton, Washington Traffic Impact Analysis 45 APPENDIX L: QUEUE STORAGE ANALYSIS Queue Storage CalculationsRenton Market Signalized Intersections 2031 Average Vehicle Length, VL (Per Table 9-23, AASHTO "Green Book" 2018, p 9-99)Table 9-23 Y Truck%VL (ft) Intersection Cycle Length (sec):N 0% 25 2% 25 Cycles per Hour:(calculated)Queuing Cycles:2 10% 32 15% 35 Truck % =VL (ft) =25 Average Vehicle Length 20% 38 25% 41 Equation Used Storage Length, SL, = 2 x (vehicles/hour)/(cycles/hour) x Average Vehicle Length Cycle Length Move- ment AM Peak (veh/hr) Midday Peak (veh/hr) PM Peak (veh/hr) Max vehs per 2 cycles AASHTO Storage Length (ft) 75 SB Right 46 0 259 11 275' 60 SB Left 76 0 3 3 75' 60 NB Right 10 0 21 1 25' 60 NB Right 30 0 93 4 100' 60 EB Right 41 0 146 5 125' "Yield" for turns indicates that, while movement may or may not be subject to a Yield sign, vehicles must yield to oncoming traffic and may experience Logan Ave & 2nd St *Note: Truck/Passenger Vehicle split is projected based on percentage and not reflective of acctual vehicle classification counts. Intersection Burnett Ave & 3rd St Logan Ave/Smithers Ave/3rd St Page 1 Appendix K September 2024 Queue Storage CalculationsRenton Market Unsignalized Intersections 2031 Truck % =VL (ft) =25'Average Vehicle Length Table 9-23 Truck%VL (ft) Left Turns (Per AASHTO "Green Book" 2018, pp 9-96 to 9-99)0% 25 Equation 9-3 Equation 9-4 2% 25 U.S. Customary U.S. Customary 5% 28 10% 32 20% 38 25% 41 Per Section 9.7.2.2 Storage Length c (veh/hr) =calculated Left-Turn Capacity V O (veh/hr) =Opposing Major Road Volume t c (sec) = 6.25 85th %-ile Critical Gap t f (sec) = 2.50 Follow-Up Gap SL (ft) =calculated Storage Length P(n>N) =0.005 (a probability, no units) v (veh/hr) =enter below Left-Turn Vehicle Volume Left Turns if above is unsuitable : storage length = 2 x (vehicles/hour)/(60 minutes/hour) x average vehicle length Right Turns : storage length = 2 x (vehicles/hour)/(60 minutes/hour) x average vehicle length Move- ment AM Peak (veh/hr) Midday Peak (veh/hr) PM Peak (veh/hr) Veh per 2 minutes Opposing VO (veh/hr) AASHTO Storage Length (ft) SB Right 2 0 13 1 No Calculation 25' "Yield" for turns indicates that, while movement may or may not be subject to a Yield sign, vehicles must yield to oncoming traffic and may experience delays. Burnett Pl & 2nd St *Note: Truck/Passenger Vehicle split is projected based on percentage and not reflective of acctual vehicle classification counts. Intersection Page 2 Appendix K September 2024 Renton Market – Renton, Washington Traffic Impact Analysis 46 APPENDIX M: SIGHT DISTANCE ANALYSIS Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: Logan AvenueLocation: Logan AvenueAssumptions and/or GivensIntersection Sight DistancesElements of Design from AASHTO 6th EditionAASHTO RefAASHTO RefDriver Eye HeightCase B─Intersections with Stop Control on the Minor Road§9.5.3.2, p 9-42Passenger Vehicle 3.50 ft §3.2.6.1, p 3-15Truck 7.60 ft §3.2.6.1, p 3-15 Case B1─Left Turn from the Minor Road§9.5.3.2.1, p 9-43Object HeightStopping Sight Distance 2.00 ft §3.2.6.2, p 3-15 Design VehicleTime Gap (tg)Passing Sight Distance 3.50 ft §3.2.6.2, p 3-15 Passenger Car 7.5 sec Tbl 9-6, p 9-44Vehicle Height 4.25 ft §3.2.6.1, p 3-15 Single-Unit Tuck 9.5 sec Tbl 9-6, p 9-44Driver Eye Location Combination Truck 11.5 sec Tbl 9-6, p 9-44From Edge of Major Rd Traveled Way 14.50 ft §9.5.3.2.1, p 9-43Deceleration Rate (a)Time gap adjustmentsPassenger Vehicle 11.20ft/sec2§3.2.2.2, p 3-4 Add'l lanes to cross (1st is assumed)Truck N/A ft Passenger Car 0.5 sec See NotesBrake reaction time (t) 2.50 sec §3.2.2.1, p 3-3 Trucks 0.7 sec below Minor Approach Upgrade (Per each 1%>3%) 0.2 sec Tbl 9-5, p 9-37Site Specific Data (Bike & turn lanes are outside traveled way and are not considered)Major Street Design Speed (Vmajor)35 MPH Site dataGrades - Approaching Minor Street from: (─ = approaching downhill)Major Road Lanes on Left Approach 1.0 §9.5.3.2.1, p 9-44Left (GL)%Minor Road Approach Upgrade, if >3% 0 % §9.5.3.2.1, p 9-44Right (GR)%Approach Grade Adjustment Factor Left 1.0 Tbl 9-5, p 9-42Right 1.0 Time Gap based on site dataMajor Road Through Lanes on Each Approach 1.0 (Use 1 for RI/RO[/LI] only)Design Vehicle Gap+Adj for Approach Grade>3%+Adjs for Add'l Lanes & MedianMedian Width (in "Lane Equivalents") (Use 0 for RI/RO[/LI] only) Passenger Car 7.5 secMinor Road Approach Upgrade, if >3% % Single-Unit Tuck 9.5 secMinor Road Access (check restricted)x Combination Truck 11.5 secLI LO/Th RO ISD to left & right along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45Stopping Sight Distance = Brake Reaction Distance + Braking DistanceNeglecting Effect of Grade V2Eq 3-2, p 3-5ISD to Left aand Right Passenger Car calculated ISD= 385.9 ftCalculated d= 246.2 ftdesign ISD= 390 ftDesign d= 250 ft Single-Unit Tuck calculated ISD= 488.8 ftWith Effect of GradeV2Eq 3-3, p 3-5design ISD= 490 fta32.2 Combination Truck calculated ISD= 591.7 ftdesign ISD= 595 ftCalculated d= 246.4ft - left250 ft - rightDesign d= 246.4ft - left250 ft - right SSD's do not consider design for truck operations, since better visibility is considered to offset longer braking distance. §3.2.2.5, p 3-6Appendix LAppendix LPage 1 of 4Page 2 of 4 September 2024d=1.47Vt+1.075d=1.47Vt+30(( )±G)September 2024 Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: Logan AvenueLocation: Logan AvenueIntersection Sight Distances (cont'd)Intersection Sight Distances (cont'd)AASHTO RefAASHTO RefCase B2─Right Turn from the Minor Road§9.5.3.2.2, p 9-47Case F─Left Turns from the Major Road§9.5.3.6, p 9-56&Case B3─Crossing Maneuver from the Minor Road§9.5.3.2.3, p 9-48 Design VehicleTime Gap (tg) Passenger Car 5.5 sec Tbl 9-16, p 9-57Design VehicleTime Gap (tg) Single-Unit Tuck 6.5 sec Tbl 9-16, p 9-57 Passenger Car 6.5 sec Tbl 9-8, p 9-47 Combination Truck 7.5 sec Tbl 9-16, p 9-57 Single-Unit Tuck 8.5 sec & Combination Truck 10.5 sec Tbl 9-10, p 9-49 Time gap adjustments Add'l lanes to cross (1 assumed)Time gap adjustments Passenger Car 0.5 sec See Notes to Add'l lanes to cross (1st is assumed) - Case B-3 Only* Trucks 0.7 sec Tbl 9-16, p 9-57 Passenger Car 0.5 sec See Notes Trucks 0.7 sec below Site data Minor Approach Upgrade (Per each 1%>3%)Opposing Lanes (adj'd for x-wide median) 0.0 Case B-2 Only 0.1 sec Tbl 9-8, p 9-47 Case B-3 Only 0.2 sec Tbl 9-10, p 9-49 Time Gap based on site dataDesign Vehicle Gap+Adj for Add'l Opposing Lanes Site data Passenger Car 5.5 secMajor Road Lanes on Left Approach 1.0 §9.5.3.2.2, p 9-47 Single-Unit Tuck 6.5 secMinor Road Approach Upgrade, if >3% 0 % §9.5.3.2.2, p 9-47 Combination Truck 7.5 sec ISD to front along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Time Gap based on site data (sec) B2 & B3 B3 Only Passenger Car calculated ISD= 283.0 ftDesign Vehicle Gap+Adj for Approach Grade>3%(+Adjs for Add'l Lanes & Median for B3)design ISD= 285 ft Passenger Car 6.5 6.5 Single-Unit Tuck 8.5 8.5 Single-Unit Tuck calculated ISD= 334.4 ft Combination Truck 10.5 10.5design ISD= 335 ft ISD to left (B2/B3) & right (B3) along Major Rd ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Combination Truck calculated ISD= 385.9 ftdesign ISD= 390 ftISD to Left ISD to right(B2 & B3) (B3 Only) The differences between Case F and Cases B1, B2 & B3 are reduced Passenger Car calculated ISD= 334.4 334.4 time gaps and no time gap adjustment for any minor approach upgrade. §9.5.3.6, p 9-58design ISD= 335 335SIGHT DISTANCE SUMMARY Single-Unit Tuck calculated ISD=437.3 437.3Governing Combodesign ISD= 440 440Sight Distance Type Case Car SU Truck Truck Combination Truck calculated ISD=540.2 540.2 Stoppingdesign ISD= 545 545 Without effect of grade 250 N/A N/AWith effect of grade on left 250 N/A N/A *Number of major road lanes is irrelevant in Case B2.With effect of grade on right 250 N/A N/AIntersection The differences between Case B1 and Cases B2 & B3 are reduced To RightB1 390 490 595time gaps and time gap adjustment for the minor approach upgrade. §9.5.3.2.3, p 9-48To LeftB2/B3 335 440 545On Major RoadF Restricted Restricted RestrictedAppendix LAppendix LPage 3 of 4 September 2024 Page 4 of 4 September 2024 Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: 2nd Street EgressLocation: 2nd Street EgressAssumptions and/or GivensIntersection Sight DistancesElements of Design from AASHTO 6th EditionAASHTO RefAASHTO RefDriver Eye HeightCase B─Intersections with Stop Control on the Minor Road§9.5.3.2, p 9-42Passenger Vehicle 3.50 ft §3.2.6.1, p 3-15Truck 7.60 ft §3.2.6.1, p 3-15 Case B1─Left Turn from the Minor Road§9.5.3.2.1, p 9-43Object HeightStopping Sight Distance 2.00 ft §3.2.6.2, p 3-15 Design VehicleTime Gap (tg)Passing Sight Distance 3.50 ft §3.2.6.2, p 3-15 Passenger Car 7.5 sec Tbl 9-6, p 9-44Vehicle Height 4.25 ft §3.2.6.1, p 3-15 Single-Unit Tuck 9.5 sec Tbl 9-6, p 9-44Driver Eye Location Combination Truck 11.5 sec Tbl 9-6, p 9-44From Edge of Major Rd Traveled Way 14.50 ft §9.5.3.2.1, p 9-43Deceleration Rate (a)Time gap adjustmentsPassenger Vehicle 11.20ft/sec2§3.2.2.2, p 3-4 Add'l lanes to cross (1st is assumed)Truck N/A ft Passenger Car 0.5 sec See NotesBrake reaction time (t) 2.50 sec §3.2.2.1, p 3-3 Trucks 0.7 sec below Minor Approach Upgrade (Per each 1%>3%) 0.2 sec Tbl 9-5, p 9-37Site Specific Data (Bike & turn lanes are outside traveled way and are not considered)Major Street Design Speed (Vmajor)35 MPH Site dataGrades - Approaching Minor Street from: (─ = approaching downhill)Major Road Lanes on Left Approach 4.0 §9.5.3.2.1, p 9-44Left (GL)%Minor Road Approach Upgrade, if >3% 0 % §9.5.3.2.1, p 9-44Right (GR)%Approach Grade Adjustment Factor Left 1.0 Tbl 9-5, p 9-42Right 1.0 Time Gap based on site dataMajor Road Through Lanes on Each Approach 4.0 (Use 1 for RI/RO[/LI] only)Design Vehicle Gap+Adj for Approach Grade>3%+Adjs for Add'l Lanes & MedianMedian Width (in "Lane Equivalents") (Use 0 for RI/RO[/LI] only) Passenger Car 9.0 secMinor Road Approach Upgrade, if >3% % Single-Unit Tuck 11.6 secMinor Road Access (check restricted)xx Combination Truck 13.6 secLI LO/Th RO ISD to left & right along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45Stopping Sight Distance = Brake Reaction Distance + Braking DistanceNeglecting Effect of Grade V2Eq 3-2, p 3-5ISD to Left aand Right Passenger Car calculated ISD= 463.1 ftCalculated d= 246.2 ftdesign ISD= 465 ftDesign d= 250 ft Single-Unit Tuck calculated ISD= 596.8 ftWith Effect of GradeV2Eq 3-3, p 3-5design ISD= 600 fta32.2 Combination Truck calculated ISD= 699.7 ftdesign ISD= 700 ftCalculated d= 246.4ft - left250 ft - rightDesign d= 246.4ft - left250 ft - right SSD's do not consider design for truck operations, since better visibility is considered to offset longer braking distance. §3.2.2.5, p 3-6Appendix LAppendix LPage 1 of 4Page 2 of 4 September 2024d=1.47Vt+1.075d=1.47Vt+30(( )±G)September 2024 Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: 2nd Street EgressLocation: 2nd Street EgressIntersection Sight Distances (cont'd)Intersection Sight Distances (cont'd)AASHTO RefAASHTO RefCase B2─Right Turn from the Minor Road§9.5.3.2.2, p 9-47Case F─Left Turns from the Major Road§9.5.3.6, p 9-56&Case B3─Crossing Maneuver from the Minor Road§9.5.3.2.3, p 9-48 Design VehicleTime Gap (tg) Passenger Car 5.5 sec Tbl 9-16, p 9-57Design VehicleTime Gap (tg) Single-Unit Tuck 6.5 sec Tbl 9-16, p 9-57 Passenger Car 6.5 sec Tbl 9-8, p 9-47 Combination Truck 7.5 sec Tbl 9-16, p 9-57 Single-Unit Tuck 8.5 sec & Combination Truck 10.5 sec Tbl 9-10, p 9-49 Time gap adjustments Add'l lanes to cross (1 assumed)Time gap adjustments Passenger Car 0.5 sec See Notes to Add'l lanes to cross (1st is assumed) - Case B-3 Only* Trucks 0.7 sec Tbl 9-16, p 9-57 Passenger Car 0.5 sec See Notes Trucks 0.7 sec below Site data Minor Approach Upgrade (Per each 1%>3%)Opposing Lanes (adj'd for x-wide median) 3.0 Case B-2 Only 0.1 sec Tbl 9-8, p 9-47 Case B-3 Only 0.2 sec Tbl 9-10, p 9-49 Time Gap based on site dataDesign Vehicle Gap+Adj for Add'l Opposing Lanes Site data Passenger Car 7.0 secMajor Road Lanes on Left Approach 4.0 §9.5.3.2.2, p 9-47 Single-Unit Tuck 8.6 secMinor Road Approach Upgrade, if >3% 0 % §9.5.3.2.2, p 9-47 Combination Truck 9.6 sec ISD to front along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Time Gap based on site data (sec) B2 & B3 B3 Only Passenger Car calculated ISD= 360.2 ftDesign Vehicle Gap+Adj for Approach Grade>3%(+Adjs for Add'l Lanes & Median for B3)design ISD= 365 ft Passenger Car 8.0 9.5 Single-Unit Tuck 10.6 12.7 Single-Unit Tuck calculated ISD= 442.5 ft Combination Truck 12.6 14.7design ISD= 445 ft ISD to left (B2/B3) & right (B3) along Major Rd ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Combination Truck calculated ISD= 493.9 ftdesign ISD= 495 ftISD to Left ISD to right(B2 & B3) (B3 Only) The differences between Case F and Cases B1, B2 & B3 are reduced Passenger Car calculated ISD= 411.6 488.8 time gaps and no time gap adjustment for any minor approach upgrade. §9.5.3.6, p 9-58design ISD= 415 490SIGHT DISTANCE SUMMARY Single-Unit Tuck calculated ISD=545.4 653.4Governing Combodesign ISD= 550 655Sight Distance Type Case Car SU Truck Truck Combination Truck calculated ISD=648.3 756.3 Stoppingdesign ISD= 650 760 Without effect of grade 250 N/A N/AWith effect of grade on left 250 N/A N/A *Number of major road lanes is irrelevant in Case B2.With effect of grade on right 250 N/A N/AIntersection The differences between Case B1 and Cases B2 & B3 are reduced To RightB3 490 655 760time gaps and time gap adjustment for the minor approach upgrade. §9.5.3.2.3, p 9-48To LeftB2/B3 415 550 650On Major RoadF Restricted Restricted RestrictedAppendix LAppendix LPage 3 of 4 September 2024 Page 4 of 4 September 2024 Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: 2nd Street IngressLocation: 2nd Street IngressAssumptions and/or GivensIntersection Sight DistancesElements of Design from AASHTO 6th EditionAASHTO RefAASHTO RefDriver Eye HeightCase B─Intersections with Stop Control on the Minor Road§9.5.3.2, p 9-42Passenger Vehicle 3.50 ft §3.2.6.1, p 3-15Truck 7.60 ft §3.2.6.1, p 3-15 Case B1─Left Turn from the Minor Road§9.5.3.2.1, p 9-43Object HeightStopping Sight Distance 2.00 ft §3.2.6.2, p 3-15 Design VehicleTime Gap (tg)Passing Sight Distance 3.50 ft §3.2.6.2, p 3-15 Passenger Car 7.5 sec Tbl 9-6, p 9-44Vehicle Height 4.25 ft §3.2.6.1, p 3-15 Single-Unit Tuck 9.5 sec Tbl 9-6, p 9-44Driver Eye Location Combination Truck 11.5 sec Tbl 9-6, p 9-44From Edge of Major Rd Traveled Way 14.50 ft §9.5.3.2.1, p 9-43Deceleration Rate (a)Time gap adjustmentsPassenger Vehicle 11.20ft/sec2§3.2.2.2, p 3-4 Add'l lanes to cross (1st is assumed)Truck N/A ft Passenger Car 0.5 sec See NotesBrake reaction time (t) 2.50 sec §3.2.2.1, p 3-3 Trucks 0.7 sec below Minor Approach Upgrade (Per each 1%>3%) 0.2 sec Tbl 9-5, p 9-37Site Specific Data (Bike & turn lanes are outside traveled way and are not considered)Major Street Design Speed (Vmajor)35 MPH Site dataGrades - Approaching Minor Street from: (─ = approaching downhill)Major Road Lanes on Left Approach 4.0 §9.5.3.2.1, p 9-44Left (GL)%Minor Road Approach Upgrade, if >3% 0 % §9.5.3.2.1, p 9-44Right (GR)%Approach Grade Adjustment Factor Left 1.0 Tbl 9-5, p 9-42Right 1.0 Time Gap based on site dataMajor Road Through Lanes on Each Approach 4.0 (Use 1 for RI/RO[/LI] only)Design Vehicle Gap+Adj for Approach Grade>3%+Adjs for Add'l Lanes & MedianMedian Width (in "Lane Equivalents") (Use 0 for RI/RO[/LI] only) Passenger Car 9.0 secMinor Road Approach Upgrade, if >3% % Single-Unit Tuck 11.6 secMinor Road Access (check restricted)xx Combination Truck 13.6 secLI LO/Th RO ISD to left & right along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45Stopping Sight Distance = Brake Reaction Distance + Braking DistanceNeglecting Effect of Grade V2Eq 3-2, p 3-5ISD to Left aand Right Passenger Car calculated ISD= 463.1 ftCalculated d= 246.2 ftdesign ISD= 465 ftDesign d= 250 ft Single-Unit Tuck calculated ISD= 596.8 ftWith Effect of GradeV2Eq 3-3, p 3-5design ISD= 600 fta32.2 Combination Truck calculated ISD= 699.7 ftdesign ISD= 700 ftCalculated d= 246.4ft - left250 ft - rightDesign d= 246.4ft - left250 ft - right SSD's do not consider design for truck operations, since better visibility is considered to offset longer braking distance. §3.2.2.5, p 3-6Appendix LAppendix LPage 1 of 4Page 2 of 4 September 2024d=1.47Vt+1.075d=1.47Vt+30(( )±G)September 2024 Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: 2nd Street IngressLocation: 2nd Street IngressIntersection Sight Distances (cont'd)Intersection Sight Distances (cont'd)AASHTO RefAASHTO RefCase B2─Right Turn from the Minor Road§9.5.3.2.2, p 9-47Case F─Left Turns from the Major Road§9.5.3.6, p 9-56&Case B3─Crossing Maneuver from the Minor Road§9.5.3.2.3, p 9-48 Design VehicleTime Gap (tg) Passenger Car 5.5 sec Tbl 9-16, p 9-57Design VehicleTime Gap (tg) Single-Unit Tuck 6.5 sec Tbl 9-16, p 9-57 Passenger Car 6.5 sec Tbl 9-8, p 9-47 Combination Truck 7.5 sec Tbl 9-16, p 9-57 Single-Unit Tuck 8.5 sec & Combination Truck 10.5 sec Tbl 9-10, p 9-49 Time gap adjustments Add'l lanes to cross (1 assumed)Time gap adjustments Passenger Car 0.5 sec See Notes to Add'l lanes to cross (1st is assumed) - Case B-3 Only* Trucks 0.7 sec Tbl 9-16, p 9-57 Passenger Car 0.5 sec See Notes Trucks 0.7 sec below Site data Minor Approach Upgrade (Per each 1%>3%)Opposing Lanes (adj'd for x-wide median) 3.0 Case B-2 Only 0.1 sec Tbl 9-8, p 9-47 Case B-3 Only 0.2 sec Tbl 9-10, p 9-49 Time Gap based on site dataDesign Vehicle Gap+Adj for Add'l Opposing Lanes Site data Passenger Car 7.0 secMajor Road Lanes on Left Approach 4.0 §9.5.3.2.2, p 9-47 Single-Unit Tuck 8.6 secMinor Road Approach Upgrade, if >3% 0 % §9.5.3.2.2, p 9-47 Combination Truck 9.6 sec ISD to front along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Time Gap based on site data (sec) B2 & B3 B3 Only Passenger Car calculated ISD= 360.2 ftDesign Vehicle Gap+Adj for Approach Grade>3%(+Adjs for Add'l Lanes & Median for B3)design ISD= 365 ft Passenger Car 8.0 9.5 Single-Unit Tuck 10.6 12.7 Single-Unit Tuck calculated ISD= 442.5 ft Combination Truck 12.6 14.7design ISD= 445 ft ISD to left (B2/B3) & right (B3) along Major Rd ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Combination Truck calculated ISD= 493.9 ftdesign ISD= 495 ftISD to Left ISD to right(B2 & B3) (B3 Only) The differences between Case F and Cases B1, B2 & B3 are reduced Passenger Car calculated ISD= 411.6 488.8 time gaps and no time gap adjustment for any minor approach upgrade. §9.5.3.6, p 9-58design ISD= 415 490SIGHT DISTANCE SUMMARY Single-Unit Tuck calculated ISD=545.4 653.4Governing Combodesign ISD= 550 655Sight Distance Type Case Car SU Truck Truck Combination Truck calculated ISD=648.3 756.3 Stoppingdesign ISD= 650 760 Without effect of grade 250 N/A N/AWith effect of grade on left 250 N/A N/A *Number of major road lanes is irrelevant in Case B2.With effect of grade on right 250 N/A N/AIntersection The differences between Case B1 and Cases B2 & B3 are reduced To RightB3 Restricted Restricted Restrictedtime gaps and time gap adjustment for the minor approach upgrade. §9.5.3.2.3, p 9-48To LeftB2/B3 415 550 650On Major RoadF 365 445 495Appendix LAppendix LPage 3 of 4 September 2024 Page 4 of 4 September 2024 Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: Burnett AvenueLocation: Burnett AvenueAssumptions and/or GivensIntersection Sight DistancesElements of Design from AASHTO 6th EditionAASHTO RefAASHTO RefDriver Eye HeightCase B─Intersections with Stop Control on the Minor Road§9.5.3.2, p 9-42Passenger Vehicle 3.50 ft §3.2.6.1, p 3-15Truck 7.60 ft §3.2.6.1, p 3-15 Case B1─Left Turn from the Minor Road§9.5.3.2.1, p 9-43Object HeightStopping Sight Distance 2.00 ft §3.2.6.2, p 3-15 Design VehicleTime Gap (tg)Passing Sight Distance 3.50 ft §3.2.6.2, p 3-15 Passenger Car 7.5 sec Tbl 9-6, p 9-44Vehicle Height 4.25 ft §3.2.6.1, p 3-15 Single-Unit Tuck 9.5 sec Tbl 9-6, p 9-44Driver Eye Location Combination Truck 11.5 sec Tbl 9-6, p 9-44From Edge of Major Rd Traveled Way 14.50 ft §9.5.3.2.1, p 9-43Deceleration Rate (a)Time gap adjustmentsPassenger Vehicle 11.20ft/sec2§3.2.2.2, p 3-4 Add'l lanes to cross (1st is assumed)Truck N/A ft Passenger Car 0.5 sec See NotesBrake reaction time (t) 2.50 sec §3.2.2.1, p 3-3 Trucks 0.7 sec below Minor Approach Upgrade (Per each 1%>3%) 0.2 sec Tbl 9-5, p 9-37Site Specific Data (Bike & turn lanes are outside traveled way and are not considered)Major Street Design Speed (Vmajor)35 MPH Site dataGrades - Approaching Minor Street from: (─ = approaching downhill)Major Road Lanes on Left Approach 1.0 §9.5.3.2.1, p 9-44Left (GL)%Minor Road Approach Upgrade, if >3% 0 % §9.5.3.2.1, p 9-44Right (GR)%Approach Grade Adjustment Factor Left 1.0 Tbl 9-5, p 9-42Right 1.0 Time Gap based on site dataMajor Road Through Lanes on Each Approach 1.0 (Use 1 for RI/RO[/LI] only)Design Vehicle Gap+Adj for Approach Grade>3%+Adjs for Add'l Lanes & MedianMedian Width (in "Lane Equivalents") (Use 0 for RI/RO[/LI] only) Passenger Car 7.5 secMinor Road Approach Upgrade, if >3% % Single-Unit Tuck 9.5 secMinor Road Access (check restricted)xx Combination Truck 11.5 secLI LO/Th RO ISD to left & right along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45Stopping Sight Distance = Brake Reaction Distance + Braking DistanceNeglecting Effect of Grade V2Eq 3-2, p 3-5ISD to Left aand Right Passenger Car calculated ISD= 385.9 ftCalculated d= 246.2 ftdesign ISD= 390 ftDesign d= 250 ft Single-Unit Tuck calculated ISD= 488.8 ftWith Effect of GradeV2Eq 3-3, p 3-5design ISD= 490 fta32.2 Combination Truck calculated ISD= 591.7 ftdesign ISD= 595 ftCalculated d= 246.4ft - left250 ft - rightDesign d= 246.4ft - left250 ft - right SSD's do not consider design for truck operations, since better visibility is considered to offset longer braking distance. §3.2.2.5, p 3-6Appendix LAppendix LPage 1 of 4Page 2 of 4 September 2024d=1.47Vt+1.075d=1.47Vt+30(( )±G)September 2024 Renton Market Sight Distance Analysis Renton Market Sight Distance AnalysisLocation: Burnett AvenueLocation: Burnett AvenueIntersection Sight Distances (cont'd)Intersection Sight Distances (cont'd)AASHTO RefAASHTO RefCase B2─Right Turn from the Minor Road§9.5.3.2.2, p 9-47Case F─Left Turns from the Major Road§9.5.3.6, p 9-56&Case B3─Crossing Maneuver from the Minor Road§9.5.3.2.3, p 9-48 Design VehicleTime Gap (tg) Passenger Car 5.5 sec Tbl 9-16, p 9-57Design VehicleTime Gap (tg) Single-Unit Tuck 6.5 sec Tbl 9-16, p 9-57 Passenger Car 6.5 sec Tbl 9-8, p 9-47 Combination Truck 7.5 sec Tbl 9-16, p 9-57 Single-Unit Tuck 8.5 sec & Combination Truck 10.5 sec Tbl 9-10, p 9-49 Time gap adjustments Add'l lanes to cross (1 assumed)Time gap adjustments Passenger Car 0.5 sec See Notes to Add'l lanes to cross (1st is assumed) - Case B-3 Only* Trucks 0.7 sec Tbl 9-16, p 9-57 Passenger Car 0.5 sec See Notes Trucks 0.7 sec below Site data Minor Approach Upgrade (Per each 1%>3%)Opposing Lanes (adj'd for x-wide median) 0.0 Case B-2 Only 0.1 sec Tbl 9-8, p 9-47 Case B-3 Only 0.2 sec Tbl 9-10, p 9-49 Time Gap based on site dataDesign Vehicle Gap+Adj for Add'l Opposing Lanes Site data Passenger Car 5.5 secMajor Road Lanes on Left Approach 1.0 §9.5.3.2.2, p 9-47 Single-Unit Tuck 6.5 secMinor Road Approach Upgrade, if >3% 0 % §9.5.3.2.2, p 9-47 Combination Truck 7.5 sec ISD to front along Major Road ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Time Gap based on site data (sec) B2 & B3 B3 Only Passenger Car calculated ISD= 283.0 ftDesign Vehicle Gap+Adj for Approach Grade>3%(+Adjs for Add'l Lanes & Median for B3)design ISD= 285 ft Passenger Car 6.5 6.5 Single-Unit Tuck 8.5 8.5 Single-Unit Tuck calculated ISD= 334.4 ft Combination Truck 10.5 10.5design ISD= 335 ft ISD to left (B2/B3) & right (B3) along Major Rd ISD=1.47Vmajortg (ft) Eq 9-1, p 9-45 Combination Truck calculated ISD= 385.9 ftdesign ISD= 390 ftISD to Left ISD to right(B2 & B3) (B3 Only) The differences between Case F and Cases B1, B2 & B3 are reduced Passenger Car calculated ISD= 334.4 334.4 time gaps and no time gap adjustment for any minor approach upgrade. §9.5.3.6, p 9-58design ISD= 335 335SIGHT DISTANCE SUMMARY Single-Unit Tuck calculated ISD=437.3 437.3Governing Combodesign ISD= 440 440Sight Distance Type Case Car SU Truck Truck Combination Truck calculated ISD=540.2 540.2 Stoppingdesign ISD= 545 545 Without effect of grade 250 N/A N/AWith effect of grade on left 250 N/A N/A *Number of major road lanes is irrelevant in Case B2.With effect of grade on right 250 N/A N/AIntersection The differences between Case B1 and Cases B2 & B3 are reduced To RightB3 Restricted Restricted Restrictedtime gaps and time gap adjustment for the minor approach upgrade. §9.5.3.2.3, p 9-48To LeftB2/B3 335 440 545On Major RoadF Restricted Restricted RestrictedAppendix LAppendix LPage 3 of 4 September 2024 Page 4 of 4 September 2024