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Home My WebLink AboutEX_14_RS_TIA Compton Lumber Renton, WA Updated Traffic Impact Analysis February 10, 2023 Prepared for: Compton Lumber 3847 1st Avenue S Seattle, WA 98134 Prepared by: TENW Transportation Engineering NorthWest 11400 SE 8th Street, Suite 200 Bellevue, WA 98004 Office: (425) 889-6747 Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page i Table of Contents FINDINGS/CONCLUSIONS ......................................................................................................1 INTRODUCTION ......................................................................................................................2 Project Description................................................................................................................2 Project Approach .................................................................................................................2 Primary Data and Information Sources ......................................................................................2 EXISTING CONDITIONS...........................................................................................................5 Roadway Network ...............................................................................................................5 Existing Traffic Volumes..........................................................................................................5 Public Transportation Services .................................................................................................5 Level of Service....................................................................................................................7 Collision History...................................................................................................................8 FUTURE TRAFFIC CONDITIONS .................................................................................................9 Planned Transportation Improvements .......................................................................................9 Project Trip Generation........................................................................................................10 Project Trip Distribution and Assignment ..................................................................................10 Future Traffic Volumes..........................................................................................................11 Future Level of Service .........................................................................................................15 Site Access Assessment........................................................................................................16 MITIGATION.........................................................................................................................17 Off-Site Improvements..........................................................................................................17 Transportation Impact Fees...................................................................................................17 Appendices Appendix A – Peak Hour Turning Movement Counts Appendix B – Level of Service (LOS) Calculations Appendix C – Trip Generation Calculations Appendix D – Site Access Level of Service (LOS) and Queue Calculations Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page ii List of Figures and Tables Figure 1 Project Site Vicinity .......................................................................................................3 Figure 2 Preliminary Site Plan .....................................................................................................4 Figure 3 Year 2023 Existing Peak Hour Traffic Volumes ..................................................................6 Figure 4 Project Trip Distribution & Assignment.............................................................................12 Figure 5 2024 No Action Peak Hour Traffic Volumes....................................................................13 Figure 6 2024 With Project Peak Hour Traffic Volumes.................................................................14 Table 1 Existing Roadway Network Summary – Project Site Vicinity ..................................................5 Table 2 LOS Criteria for Signalized and Stop-Controlled Intersections1 ..............................................7 Table 3 2023 Existing Peak Hour LOS Summary...........................................................................8 Table 4 Collision Data Summary, January 1, 2020 to December 31, 2022......................................8 Table 5 Trip Generation Summary............................................................................................10 Table 6 Project Trip Distribution................................................................................................10 Table 7 Year 2024 Peak Hour Level of Service Summary .............................................................15 Table 8 Site Access Peak Hour LOS & Queue Summary ...............................................................16 Table 9 Compton Lumber Transportation Impact Fee Rate .............................................................17 Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 1 FINDINGS/CONCLUSIONS This updated traffic impact analysis (TIA) has been prepared for the proposed Compton Lumber project located on the east side of East Valley Road south of SW 27th Street in Renton. This is an update to our previous TIA dated March 10, 2020 to reflect current traffic conditions at the request of the City. Project Proposal. The proposed Compton Lumber project includes the development of a 50,000 square foot (SF) lumber store. The existing site is currently vacant and formerly included 19,424 SF of building area consisting of Lumber Market, Skyway Towing and Milt’s Trucking & Excavating. Vehicular access to the site with the proposed project would be provided by two full access driveways on East Valley Road. Full buildout of the project is anticipated to occur by 2024. Trip Generation. The proposed project is estimated to generate 853 new weekday daily trips with 80 new trips occurring during the weekday AM peak hour (50 in, 30 out) and 113 new trips occurring during the weekday PM peak hour (52 in, 61 out). No credit for the existing uses was assumed due to the prior uses being vacant for more than three (3) years. Future Year LOS. LOS analyses were conducted for future year 2024 AM and PM peak hour conditions at the East Valley Road / SW 27th Street intersection. Based on the analysis results, all controlled movements are expected to operate at LOS B or better in 2024 with the proposed Compton Lumber project. Site Access Analysis. The controlled movements at the two site access driveways on East Valley Road are expected to operate at LOS B or better in 2024 with 95th percentile queues anticipated to be less than 25 feet during both the AM and PM peak hours. Mitigation. Off-Site Improvements. Based on the results of the analysis, the existing transportation facilities are anticipated to accommodate the additional traffic generated by the proposed project. No project-specific off-site transportation mitigation is proposed. Transportation Impact Fees. To mitigate long-term traffic impacts, the City of Renton requires payment of a traffic impact fee. Based on an independent impact fee calculation, an impact fee rate for the proposed lumber store of $27.47 per SF was determined. The City’s impact fee rate is subject to change. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 2 INTRODUCTION This updated traffic impact analysis (TIA) has been prepared for the proposed Compton Lumber project located on the east side of East Valley Road south of SW 27th Street as shown in the Figure 1 Vicinity Map. This is an update to our previous TIA dated March 10, 2020 to reflect current traffic conditions at the request of the City. Project Description The proposed Compton Lumber project would include the development of a 50,000 square foot (SF) lumber store. The existing site is currently vacant and formerly included 19,424 SF of building area consisting of Lumber Market (10,929 SF), Skyway Towing and Milt’s Trucking & Excavating (8,495 SF). Vehicular access to the site with the proposed project would be provided by two full access driveways on East Valley Road. Full buildout of the project is anticipated by 2024. A preliminary site plan is provided in Figure 2. Project Approach To analyze the traffic impacts from the project, the following tasks were undertaken: Assessed existing conditions through field reconnaissance and reviewed existing planning documents; Described and assessed existing transportation conditions in the area; Documented collision histories at study intersections; Documented planned transportation improvements in the site vicinity; Documented existing traffic volumes and intersection levels of service (LOS) at the East Valley Road / SW 27th Street study intersection during the weekday AM and PM peak hours; Estimated trip generation and documented trip distribution and assignment of AM and PM peak hour project-generated traffic; Documented traffic forecasts and assumptions for year 2024 conditions at the off- site study intersection without and with the proposed development; Analyzed weekday AM and PM peak hour LOS for year 2024 conditions at the off- site study intersection without and with the proposed development; Assessed operations at the proposed site access locations, including LOS and queuing during weekday AM and PM peak hour conditions; Identified transportation mitigation to the City of Renton. Primary Data and Information Sources City of Renton Comprehensive Plan Transportation Element, June 22, 2015. City of Renton 2023-2028 Transportation Improvement Program. ITE Trip Generation Manual, 11th edition, 2021. AM and PM Peak Hour traffic counts by All Traffic Data, January 2023. Highway Capacity Manual (HCM 6th Edition), 2016. Washington State Department of Transportation (WSDOT) Collision Data, 2020- 2022. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 3 Figure 1 Project Site Vicinity Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 4 Figure 2 Preliminary Site Plan Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 5 EXISTING CONDITIONS Roadway Network The primary anticipated travel routes to and from the site in the City of Renton include East Valley Road and SW 27th Street. Descriptions of these roadways are included in Table 1 below. Table 1 Existing Roadway Network Summary – Project Site Vicinity Roadway Orientation Classification Speed Limit Number of Lanes Street Parking Sidewalks East Valley Road N-S Collector 35 3 None Both Sides SW 27th Street E-W Minor Arterial 35 3 None Both Sides Existing Traffic Volumes Existing weekday AM and PM peak hour traffic volumes at the East Valley Road / SW 27th Street off-site study intersection were based on counts conducted by All Traffic Data in January 2023. Figure 3 illustrates the 2023 existing AM and PM peak hour traffic volumes at the study intersection. The detailed peak hour turning movement count sheets are provided in Appendix A. Public Transportation Services Public transportation in the immediate project vicinity is served by King County Metro Transit. The closest transit stop is located at the Lind Avenue SW / SW 27th Street intersection, approximately a quarter of a mile west of the site. This stop provides access to King County Metro Transit route 153 which provides service between the Renton Transit Center and Kent Station. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 6 Figure 3 Year 2023 Existing Peak Hour Traffic Volumes Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 7 Level of Service Level of service (LOS) analyses were conducted at the East Valley Road / SW 27th Street off-site study intersection. LOS generally refers to the degree of congestion on a roadway or intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes intersection LOS. At signalized intersections, LOS A represents free-flow conditions (motorists experience little or no delays), and LOS F represents forced-flow conditions where motorists experience an average delay in excess of 80 seconds per vehicle. The LOS reported at stop-controlled intersections is based on the average control delay and can be reported for each controlled minor approach, controlled minor lane group, and controlled major- street movement (and for the overall intersection at all-way stop controlled intersections. Additional v/c ratio criteria apply to lane group or movement LOS only). Table 2 outlines the HCM 6th Edition LOS criteria for signalized and stop-controlled intersections based on these methodologies. Table 2 LOS Criteria for Signalized and Stop-Controlled Intersections1 SIGNALIZED INTERSECTIONS UNSIGNALIZED INTERSECTIONS LOS by Volume-to Capacity (V/C) Ratio2 LOS by Volume-to Capacity (V/C) Ratio3 Control Delay (sec/veh) 1.0 > 1.0 Control Delay (sec/veh) 1.0 > 1.0  10 A F  10 A F > 10 to  20 B F > 10 to  15 B F > 20 to  35 C F > 15 to  25 C F > 35 to  55 D F > 25 to  35 D F > 55 to  80 E F > 35 to  50 E F > 80 F F > 50 F F 1 Source: Highway Capacity Manual (6th Edition), Transportation Research Board, 2016. 2 For approach-based and intersection-wide assessments at signals, LOS is defined solely by control delay. 3 For two-way stop controlled intersections, the LOS criteria apply to each lane on a given approach and to each approach on the minor street. LOS is not calculated for major-street approaches or for the intersection as a whole at two-way stop controlled intersections. For approach-based and intersection-wide assessments at all-way stop controlled intersections, LOS is solely defined by control delay. Level of service calculations for intersections were based on methodology and procedures outlined in the Highway Capacity Manual (6th Edition) using Synchro 11 traffic analysis software. The 2023 existing AM and PM peak hour LOS analysis results for the East Valley Road / SW 27th Street study intersection are summarized in Table 3. The 2023 existing LOS worksheets are included in Appendix B. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 8 Table 3 2023 Existing Peak Hour LOS Summary Time Period / Study Intersection LOS Delay (sec) AM Peak Hour 1. East Valley Road / SW 27th Street Northbound Left-Turn A 7.6 Eastbound Left-Turn B 10.6 Eastbound Right-Turn A 9.2 PM Peak Hour 1. East Valley Road / SW 27th Street Northbound Left-Turn A 8.1 Eastbound Left-Turn B 10.8 Eastbound Right-Turn A 9.3 As shown in Table 3, the individual movements at the East Valley Road/SW 27th Street study intersection currently operate at LOS B or better. Collision History Historic collisions at the study intersections were analyzed for the three-year period from 2020 to 2022. Collision data was provided by WSDOT. Summaries of the total and yearly average collisions during this period are provided in Table 4. Table 4 Collision Data Summary, January 1, 2020 to December 31, 2022 Location 2020 2021 2022 Three-Year Total Collisions Average Annual Collisions Intersection East Valley Rd / SW 27th St 1 0 0 1 0.33 Segment East Valley Rd between SW 27th St and SW 34th St 1 2 1 4 1.33 Source: WSDOT Collision Records. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 9 FUTURE TRAFFIC CONDITIONS Planned Transportation Improvements This section documents the known planned transportation improvements in the study area. There is one (1) planned transportation improvement project identified in the City of Renton’s adopted 2023- 2028 Transportation Improvement Program (TIP) in the project vicinity. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 10 TIP #22-34 Lind Avenue SW Roadway Widening (SW 16th Street to SW 34th Street) Description: Widen existing roadway to five lanes where required. Includes new roadway, curbs, sidewalks, drainage, signals, lighting, signing and channelization. Additionally, these improvements address demands resulting from an interchange at Lind Ave SW which is included in the WSDOT I‐405 Master Plan (currently unfunded). A potential project is a signal installation at the intersection at Lind Ave SW and SW 34th St (currently unsignalized). The total project cost is $1,500,000. Project Trip Generation The trip generation estimate for the proposed Compton Lumber development was based on the methodology included in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th edition for Land Use Code (LUC) 812 (Building Materials & Lumber Store). No credit for the existing uses was assumed due to the prior uses being vacant for more than three (3) years. The resulting new weekday daily, AM, and PM peak hour trip generation associated with the proposed project is summarized in Table 5. Table 5 Trip Generation Summary Net New Trips Generated Weekday Time Period In Out Total Weekday Daily 427 426 853 Weekday AM Peak Hour 50 30 80 Weekday PM Peak Hour 52 61 113 As shown in Table 5, the proposed project is estimated to generate 853 new weekday daily trips, with 80 new trips occurring during the weekday AM peak hour (50 entering, 30 exiting), and 113 new trips occurring during the weekday PM peak hour (52 entering, 61 exiting). Detailed trip generation calculations are included in Attachment C. Project Trip Distribution and Assignment The distribution and assignment of the net new AM and PM peak hour project trips were estimated based on existing travel patterns, and confirmed by City of Renton staff as part of the Traffic Scoping for the project. The following Table 6 summarizes the resulting general trip distribution patterns. The project trip distribution and assignment through the site driveways and the study intersection is shown in Figure 4. Table 6 Project Trip Distribution Route (Direction)Trip Distribution East Valley Road (north)40% East Valley Road (south)40% SW 27th Street (west)20% TOTAL 100% Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 11 Future Traffic Volumes Year 2024 No Action (without project) peak hour traffic volumes were estimated by applying a 2 percent annual background growth rate to the existing volumes (confirmed by City as part of Traffic Scoping). The resulting future 2024 No Action AM and PM peak hour traffic volumes are shown in Figure 5. The 2024 With-Project traffic volumes were determined by adding the trip assignment from the proposed development (shown in Figure 4) to the future 2024 No Action traffic volumes. The resulting 2024 With Project AM and PM peak hour traffic volumes at the study intersections are shown in Figure 6. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 12 Figure 4 Project Trip Distribution & Assignment Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 13 Figure 5 2024 No Action Peak Hour Traffic Volumes Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 14 Figure 6 2024 With Project Peak Hour Traffic Volumes Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 15 Future Level of Service Future year 2024 Level of Service (LOS) analyses were conducted at the East Valley Road / SW 27th Street off-site study intersection for weekday AM and PM peak hour No Action (without project) and With Project conditions. Existing intersection geometry was assumed at the study intersection as there are no planned improvements at this intersection. The 2024 weekday AM and PM peak hour LOS results at the study intersections without and with the proposed project are summarized in Table 7. The LOS worksheets are included in Appendix C. Table 7 Year 2024 Peak Hour Level of Service Summary 2024 No Action 2024 With Project Time Period / Study Intersection (movement)LOS Delay (sec)LOS Delay (sec) AM Peak Hour 1. East Valley Road / SW 27th Street Northbound Left-Turn A 7.6 A 7.7 Eastbound Left-Turn B 10.6 B 10.9 Eastbound Right-Turn A 9.2 A 9.3 PM Peak Hour 1. East Valley Road / SW 27th Street Northbound Left-Turn A 8.1 A 8.2 Eastbound Left-Turn B 10.8 B 11.3 Eastbound Right-Turn A 9.4 A 9.6 1. Results based on HCM methodologies (6th Edition). As shown in Table 7, the controlled movements at the study intersection are expected to operate at LOS B or better in the future with the Compton Lumber project during the weekday AM and PM peak hours. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 16 Site Access Assessment Vehicle access to the site will be provided by two full access driveways on East Valley Road. To assess operations of the proposed site access locations, level of service (LOS) and queuing were analyzed. LOS and Queue Analysis The LOS and queue calculations were conducted using Synchro 11 software based on methodology outlined in the Highway Capacity Manual (6th Edition). The reported queues are estimated 95th percentile queues that are exceeded only 5 percent of the time. Table 8 summarizes the results of the 2024 with project LOS and queue analyses. The LOS and queue calculation sheets are included in Appendix D. Table 8 Site Access Peak Hour LOS & Queue Summary AM Peak Hour PM Peak Hour Study Intersection LOS Delay (sec) 95th % Queue LOS Delay (sec) 95th % Queue A. East Valley Rd / North Driveway Westbound Shared Left-Right B 10.3 0’B 10.7 < 25’ Southbound Left-Turn A 7.8 0’A 7.8 0’ B. East Valley Rd / South Driveway Westbound Shared Left-Right B 10.2 < 25’B 10.5 < 25’ Southbound Left-Turn A 7.9 < 25’A 7.8 < 25’ 1. Results based on HCM Methodologies (6th Edition). As shown in Table 8, all turn movements entering and exiting the proposed site access driveways are expected to operate at LOS B or better during the weekday AM and PM peak hours in 2024. Vehicle queues are all estimated to be statistically 1 vehicle or less. Updated Traffic Impact Analysis Compton Lumber – Renton, WA TENW February 10, 2023 Page 17 MITIGATION Off-Site Improvements Based on the results of the analysis, the existing transportation facilities are anticipated to accommodate the additional traffic generated by the proposed project. No project-specific off-site transportation improvements are proposed. Transportation Impact Fees To mitigate long-term traffic impacts, the City of Renton requires payment of a traffic impact fee. The City of Renton impact fee schedule does not include a lumber store category. An independent transportation impact fee calculation is allowed by the Renton Municipal Code (RMC) 4-1-190 (H) Independent Impact Fee Calculations and was conducted for the proposed lumber store. The independent transportation impact fee calculation for the proposed and former lumber store was calculated consistent with the methodology documented in the City of Renton Rate Study for Impact Fees for Transportation (dated July 5, 2016) and includes the following factors: ITE PM peak hour rate for lumber store (LUC 812) = 2.25 vehicle trips per 1,000 SF Average Vehicle Occupancy (AVO) = 1.353 Mode share of trips in vehicles = 74.2% Percent New Trips = 100% Percent of Person Trips in Vehicles in Renton = 83.3% 2023 Cost per PM peak hour trip end = $8,031.94 per person trip Table 9 Compton Lumber Transportation Impact Fee Rate A B C D E F =((A X B)/C) X D X E G H = F X G / 1,000 Vehicle Trip Ends AVO Percent Vehicle Mode Share Percent New Trips Percent of Person Trips in Vehicles (Renton) Vehicle New Person Trip Ends Cost per Trip End (2020) Impact Fee Rate 2.25 1.353 74.2%100%83.3%3.42 $8,031.94 $27.47 per SF As shown in Table 9, an impact fee rate for the proposed lumber store of $27.47 per SF was determined. Updated Traffic Impact Analysis Compton Lumber – Renton, WA Appendix A Peak Hour Turning Movement Counts Peak Hour:07:30 AM - 08:30 AM E VALLEY ROAD E VALLEY ROAD SW 27TH ST (303) 216-2439 www.alltrafficdata.net Location:1 E VALLEY ROAD & SW 27TH ST AM Tuesday, January 31, 2023Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk40015 0 9 62 209 23173 24 35 N S EW 0 583120000SW 27TH ST E VALLEY ROADE VALLEY ROAD317 0 00N S EW 00 0 0 00Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 6:00 AM 2740 0 0 0 6 35 0 0 13 616 0 1 6:15 AM 2830 1 0 0 12 30 0 0 17 687 0 1 6:30 AM 2920 1 0 0 9 36 0 0 16 718 0 1 6:45 AM 3100 0 0 0 13 40 0 0 15 743 0 3 7:00 AM 3100 0 0 0 14 41 0 0 11 704 0 0 7:15 AM 3160 0 0 0 7 49 0 0 15 774 0 2 7:30 AM 3170 1 0 0 10 59 0 0 14 894 0 1 7:45 AM 2940 3 0 0 5 45 0 0 19 741 0 1 8:00 AM 2900 2 0 0 6 44 0 0 15 767 0 2 8:15 AM 0 3 0 0 10 52 0 0 10 783 0 0 8:30 AM 0 1 0 0 11 34 0 0 16 663 0 1 8:45 AM 0 1 0 0 8 44 0 0 15 701 0 1 Count Total 0 13 0 0 111 509 0 0 176 87451 0 14 Peak Hour 0 9 0 0 31 200 0 0 58 31715 0 4 HV% PHF 0.67 0.84 0.78 29.2% 10.8% 11.3% 12.3% 0.89 EB WB NB SB All 0007 0 0 7 19 2514 7 6 N S EW 0 761900Heavy VehiclesInterval Start Time EB NB TotalWB SB 6:00 AM 2 3 2 7 6:15 AM 3 4 1 8 6:30 AM 2 5 2 9 6:45 AM 0 5 1 6 7:00 AM 1 4 2 7 7:15 AM 1 8 3 12 7:30 AM 2 8 1 11 7:45 AM 1 3 3 7 8:00 AM 2 4 2 8 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 6:00 AM 0 0 0 0 6:15 AM 0 0 0 0 6:30 AM 0 0 0 0 6:45 AM 0 0 0 0 7:00 AM 0 0 0 0 7:15 AM 0 0 0 0 7:30 AM 0 0 0 0 7:45 AM 0 0 0 0 8:00 AM 0 0 0 0 8:15 AM 2 10 1 13 8:30 AM 4 4 2 10 8:45 AM 0 8 2 10 Count Total 20 66 22 108 Peak Hour 7 25 7 39 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 1 0 0 1 Count Total 1 0 0 1 Peak Hour 0 0 0 0 Peak Hour:04:15 PM - 05:15 PM E VALLEY ROAD E VALLEY ROAD SW 27TH ST (303) 216-2439 www.alltrafficdata.net Location:1 E VALLEY ROAD & SW 27TH ST PM Tuesday, January 31, 2023Date: Motorized Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - Motorized Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk00038 0 8 158 191 200197 46 16 N S EW 0 1581618301SW 27TH ST E VALLEY ROADE VALLEY ROAD404 0 01N S EW 00 0 0 01Interval Start Time RightLeft Thru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeft ThruU-Turn RightLeft ThruU-Turn RightLeft ThruU-Turn 3:00 PM 3920 1 0 0 8 48 0 0 28 989 0 4 3:15 PM 3910 0 0 0 5 41 0 0 44 975 0 2 3:30 PM 4020 0 0 0 3 47 0 0 43 1028 0 1 3:45 PM 3920 6 0 0 4 47 0 0 33 955 0 0 4:00 PM 3980 0 0 1 6 39 0 0 36 9713 0 2 4:15 PM 4040 0 0 0 3 56 0 0 43 1086 0 0 4:30 PM 3730 3 0 1 1 40 0 0 36 9211 0 0 4:45 PM 3560 1 0 0 8 40 0 0 40 10112 0 0 5:00 PM 3240 4 0 0 4 47 0 0 39 1039 0 0 5:15 PM 0 1 0 0 1 33 0 0 33 777 0 2 5:30 PM 0 2 0 0 2 40 0 0 26 754 0 1 5:45 PM 0 0 0 0 2 33 0 0 29 693 0 2 Count Total 0 18 0 2 47 511 0 0 430 1,11492 0 14 Peak Hour 0 8 0 1 16 183 0 0 158 40438 0 0 HV% PHF 0.82 0.85 0.92 4.3% 5.0% 1.9% 3.7% 0.94 EB WB NB SB All 0001 0 1 3 4 104 2 7 N S EW 0 37300Heavy VehiclesInterval Start Time EB NB TotalWB SB 3:00 PM 2 2 1 5 3:15 PM 1 2 2 5 3:30 PM 0 1 0 1 3:45 PM 2 1 1 4 4:00 PM 3 2 2 7 4:15 PM 0 4 1 5 4:30 PM 0 0 1 1 4:45 PM 1 4 1 6 5:00 PM 1 2 0 3 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWB SB 3:00 PM 0 0 0 0 3:15 PM 0 0 0 0 3:30 PM 0 0 0 0 3:45 PM 0 0 0 0 4:00 PM 0 0 0 0 4:15 PM 0 0 0 0 4:30 PM 0 0 0 0 4:45 PM 0 0 0 0 5:00 PM 1 0 0 1 5:15 PM 2 0 2 4 5:30 PM 1 1 1 3 5:45 PM 0 1 1 2 Count Total 13 20 13 46 Peak Hour 2 10 3 15 5:15 PM 0 0 0 0 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 1 0 0 1 Peak Hour 1 0 0 1 Updated Traffic Impact Analysis Compton Lumber – Renton, WA Appendix B Level of Service (LOS) Calculations Updated Traffic Impact Analysis Compton Lumber – Renton, WA 2023 Existing Lanes, Volumes, Timings 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2023 Existing - AM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 9 15 31 200 58 4 Future Volume (vph) 9 15 31 200 58 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 125 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Link Speed (mph) 35 35 35 Link Distance (ft) 649 241 377 Travel Time (s) 12.6 4.7 7.3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 0% 47% 19% 10% 12% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2023 Existing - AM Peak Hour Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 15 31 200 58 4 Future Vol, veh/h 9 15 31 200 58 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 125 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 0 47 19 10 12 0 Mvmt Flow 10 17 35 225 65 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 362 67 69 0 - 0 Stage 1 67 - - - - - Stage 2 295 - - - - - Critical Hdwy 6.4 6.67 4.29 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.723 2.371 - - - Pot Cap-1 Maneuver 641 884 1431 - - - Stage 1 961 - - - - - Stage 2 760 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 626 884 1431 - - - Mov Cap-2 Maneuver 657 - - - - - Stage 1 938 - - - - - Stage 2 760 - - - - - Approach EB NB SB HCM Control Delay, s 9.7 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1431 - 657 884 - - HCM Lane V/C Ratio 0.024 - 0.015 0.019 - - HCM Control Delay (s) 7.6 - 10.6 9.2 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0 0.1 - - Lanes, Volumes, Timings 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2023 Existing - PM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 8 38 17 183 158 0 Future Volume (vph) 8 38 17 183 158 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 125 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Link Speed (mph) 35 35 35 Link Distance (ft) 649 241 377 Travel Time (s) 12.6 4.7 7.3 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 13% 3% 44% 2% 2% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2023 Existing - PM Peak Hour Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 38 17 183 158 0 Future Vol, veh/h 8 38 17 183 158 0 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 125 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 13 3 44 2 2 0 Mvmt Flow 9 40 18 195 168 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 400 169 169 0 - 0 Stage 1 169 - - - - - Stage 2 231 - - - - - Critical Hdwy 6.53 6.23 4.54 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.327 2.596 - - - Pot Cap-1 Maneuver 585 872 1190 - - - Stage 1 835 - - - - - Stage 2 782 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 575 871 1189 - - - Mov Cap-2 Maneuver 627 - - - - - Stage 1 822 - - - - - Stage 2 781 - - - - - Approach EB NB SB HCM Control Delay, s 9.6 0.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1189 - 627 871 - - HCM Lane V/C Ratio 0.015 - 0.014 0.046 - - HCM Control Delay (s) 8.1 - 10.8 9.3 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - Updated Traffic Impact Analysis Compton Lumber – Renton, WA 2024 No Action Lanes, Volumes, Timings 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 No Action - AM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 9 15 32 204 59 4 Future Volume (vph) 9 15 32 204 59 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 125 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Link Speed (mph) 35 35 35 Link Distance (ft) 649 241 377 Travel Time (s) 12.6 4.7 7.3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 0% 47% 19% 10% 12% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 No Action - AM Peak Hour Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 15 32 204 59 4 Future Vol, veh/h 9 15 32 204 59 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 125 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 0 47 19 10 12 0 Mvmt Flow 10 17 36 229 66 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 369 68 70 0 - 0 Stage 1 68 - - - - - Stage 2 301 - - - - - Critical Hdwy 6.4 6.67 4.29 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.723 2.371 - - - Pot Cap-1 Maneuver 635 883 1429 - - - Stage 1 960 - - - - - Stage 2 755 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 619 883 1429 - - - Mov Cap-2 Maneuver 652 - - - - - Stage 1 936 - - - - - Stage 2 755 - - - - - Approach EB NB SB HCM Control Delay, s 9.7 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1429 - 652 883 - - HCM Lane V/C Ratio 0.025 - 0.016 0.019 - - HCM Control Delay (s) 7.6 - 10.6 9.2 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0 0.1 - - Lanes, Volumes, Timings 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 No Action - PM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 8 39 17 187 161 0 Future Volume (vph) 8 39 17 187 161 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 125 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Link Speed (mph) 35 35 35 Link Distance (ft) 649 241 377 Travel Time (s) 12.6 4.7 7.3 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 13% 3% 44% 2% 2% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 No Action - PM Peak Hour Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 39 17 187 161 0 Future Vol, veh/h 8 39 17 187 161 0 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 125 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 13 3 44 2 2 0 Mvmt Flow 9 41 18 199 171 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 407 172 172 0 - 0 Stage 1 172 - - - - - Stage 2 235 - - - - - Critical Hdwy 6.53 6.23 4.54 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.327 2.596 - - - Pot Cap-1 Maneuver 580 869 1187 - - - Stage 1 832 - - - - - Stage 2 779 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 570 868 1186 - - - Mov Cap-2 Maneuver 624 - - - - - Stage 1 819 - - - - - Stage 2 778 - - - - - Approach EB NB SB HCM Control Delay, s 9.6 0.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1186 - 624 868 - - HCM Lane V/C Ratio 0.015 - 0.014 0.048 - - HCM Control Delay (s) 8.1 - 10.8 9.4 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - Updated Traffic Impact Analysis Compton Lumber – Renton, WA 2024 With Project Lanes, Volumes, Timings 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - AM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 9 25 38 216 79 4 Future Volume (vph) 9 25 38 216 79 4 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 125 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Link Speed (mph) 35 35 35 Link Distance (ft) 649 241 377 Travel Time (s) 12.6 4.7 7.3 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Heavy Vehicles (%) 0% 47% 19% 10% 12% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - AM Peak Hour Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 25 38 216 79 4 Future Vol, veh/h 9 25 38 216 79 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 125 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 0 47 19 10 12 0 Mvmt Flow 10 28 43 243 89 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 420 91 93 0 - 0 Stage 1 91 - - - - - Stage 2 329 - - - - - Critical Hdwy 6.4 6.67 4.29 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.723 2.371 - - - Pot Cap-1 Maneuver 594 856 1401 - - - Stage 1 938 - - - - - Stage 2 734 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 576 856 1401 - - - Mov Cap-2 Maneuver 624 - - - - - Stage 1 909 - - - - - Stage 2 734 - - - - - Approach EB NB SB HCM Control Delay, s 9.7 1.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1401 - 624 856 - - HCM Lane V/C Ratio 0.03 - 0.016 0.033 - - HCM Control Delay (s) 7.7 - 10.9 9.3 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0 0.1 - - Lanes, Volumes, Timings 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - PM Peak Hour Page 1 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 8 49 29 212 182 0 Future Volume (vph) 8 49 29 212 182 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 100 0 125 0 Storage Lanes 1 1 1 0 Taper Length (ft) 25 25 Link Speed (mph) 35 35 35 Link Distance (ft) 649 241 377 Travel Time (s) 12.6 4.7 7.3 Confl. Peds. (#/hr) 1 1 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles (%) 13% 3% 44% 2% 2% 0% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 1: E Valley Rd & SW 27th St 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - PM Peak Hour Page 2 Intersection Int Delay, s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 49 29 212 182 0 Future Vol, veh/h 8 49 29 212 182 0 Conflicting Peds, #/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 100 0 125 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 13 3 44 2 2 0 Mvmt Flow 9 52 31 226 194 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 483 195 195 0 - 0 Stage 1 195 - - - - - Stage 2 288 - - - - - Critical Hdwy 6.53 6.23 4.54 - - - Critical Hdwy Stg 1 5.53 - - - - - Critical Hdwy Stg 2 5.53 - - - - - Follow-up Hdwy 3.617 3.327 2.596 - - - Pot Cap-1 Maneuver 523 844 1162 - - - Stage 1 812 - - - - - Stage 2 736 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 508 843 1161 - - - Mov Cap-2 Maneuver 578 - - - - - Stage 1 789 - - - - - Stage 2 735 - - - - - Approach EB NB SB HCM Control Delay, s 9.8 1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1161 - 578 843 - - HCM Lane V/C Ratio 0.027 - 0.015 0.062 - - HCM Control Delay (s) 8.2 - 11.3 9.6 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.1 - 0 0.2 - - Updated Traffic Impact Analysis Compton Lumber – Renton, WA Appendix C Trip Generation Calculations Land Use Size 1 ITE LUC 2 Trip Rate 2 Enter Exit Enter Exit Total Daily Proposed Use: Building Materials & Lumber Store 50,000 GFA 812 17.05 50% 50%427 426 853 New Weekday Daily Trips = 427 426 853 AM PEAK HOUR Proposed Use: Building Materials & Lumber Store 50,000 GFA 812 1.59 62% 38%50 30 80 New Weekday AM Peak Hour Trips = 50 30 80 PM PEAK HOUR Proposed Use: Building Materials & Lumber Store 50,000 GFA 812 2.25 46% 54%52 61 113 New Weekday PM Peak Hour Trips = 52 61 113 Notes: 1. GFA = Gross Floor Area. 2. Institute of Transportation Engineers, Trip Generation Manual, 11th Edition. Compton Lumber Trip Generation Estimate Directional Split 2 Vehicle Trip Generation 2/9/2023 Updated Traffic Impact Analysis Compton Lumber – Renton, WA Appendix D Site Access LOS and Queue Calculations Lanes, Volumes, Timings 2: E Valley Rd & North Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - AM Peak Hour Page 3 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 3 4 250 5 8 96 Future Volume (vph) 3 4 250 5 8 96 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 35 35 Link Distance (ft) 113 218 241 Travel Time (s) 3.1 4.2 4.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: E Valley Rd & North Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - AM Peak Hour Page 4 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 3 4 250 5 8 96 Future Vol, veh/h 3 4 250 5 8 96 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 3 4 272 5 9 104 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 397 275 0 0 277 0 Stage 1 275 - - - - - Stage 2 122 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 606 761 - - 1280 - Stage 1 769 - - - - - Stage 2 901 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 602 761 - - 1280 - Mov Cap-2 Maneuver 602 - - - - - Stage 1 769 - - - - - Stage 2 895 - - - - - Approach WB NB SB HCM Control Delay, s 10.3 0 0.6 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 684 1280 - HCM Lane V/C Ratio - - 0.011 0.007 - HCM Control Delay (s) - - 10.3 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - Lanes, Volumes, Timings 3: E Valley Rd & South Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - AM Peak Hour Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 9 14 241 15 22 77 Future Volume (vph) 9 14 241 15 22 77 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 35 35 Link Distance (ft) 103 121 218 Travel Time (s) 2.8 2.4 4.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: E Valley Rd & South Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - AM Peak Hour Page 6 Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 9 14 241 15 22 77 Future Vol, veh/h 9 14 241 15 22 77 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 10 15 262 16 24 84 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 402 270 0 0 278 0 Stage 1 270 - - - - - Stage 2 132 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 602 766 - - 1279 - Stage 1 773 - - - - - Stage 2 892 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 590 766 - - 1279 - Mov Cap-2 Maneuver 640 - - - - - Stage 1 773 - - - - - Stage 2 874 - - - - - Approach WB NB SB HCM Control Delay, s 10.2 0 1.7 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 711 1279 - HCM Lane V/C Ratio - - 0.035 0.019 - HCM Control Delay (s) - - 10.2 7.9 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0.1 - Lanes, Volumes, Timings 2: E Valley Rd & North Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - PM Peak Hour Page 3 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 6 10 231 5 8 224 Future Volume (vph) 6 10 231 5 8 224 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 35 35 Link Distance (ft) 113 218 241 Travel Time (s) 3.1 4.2 4.7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 2: E Valley Rd & North Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - PM Peak Hour Page 4 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 10 231 5 8 224 Future Vol, veh/h 6 10 231 5 8 224 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 7 11 251 5 9 243 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 515 254 0 0 256 0 Stage 1 254 - - - - - Stage 2 261 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 518 782 - - 1303 - Stage 1 786 - - - - - Stage 2 780 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 514 782 - - 1303 - Mov Cap-2 Maneuver 514 - - - - - Stage 1 786 - - - - - Stage 2 774 - - - - - Approach WB NB SB HCM Control Delay, s 10.7 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 654 1303 - HCM Lane V/C Ratio - - 0.027 0.007 - HCM Control Delay (s) - - 10.7 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.1 0 - Lanes, Volumes, Timings 3: E Valley Rd & South Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - PM Peak Hour Page 5 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (vph) 18 27 209 16 23 207 Future Volume (vph) 18 27 209 16 23 207 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 35 35 Link Distance (ft) 103 121 218 Travel Time (s) 2.8 2.4 4.2 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles (%) 3% 3% 3% 3% 3% 3% Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized HCM 6th TWSC 3: E Valley Rd & South Access 02/10/2023 Compton Lumber Synchro 11 Report 2024 With Project - PM Peak Hour Page 6 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 18 27 209 16 23 207 Future Vol, veh/h 18 27 209 16 23 207 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 3 3 3 3 3 3 Mvmt Flow 20 29 227 17 25 225 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 511 236 0 0 244 0 Stage 1 236 - - - - - Stage 2 275 - - - - - Critical Hdwy 6.43 6.23 - - 4.13 - Critical Hdwy Stg 1 5.43 - - - - - Critical Hdwy Stg 2 5.43 - - - - - Follow-up Hdwy 3.527 3.327 - - 2.227 - Pot Cap-1 Maneuver 521 801 - - 1316 - Stage 1 801 - - - - - Stage 2 769 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 510 801 - - 1316 - Mov Cap-2 Maneuver 586 - - - - - Stage 1 801 - - - - - Stage 2 752 - - - - - Approach WB NB SB HCM Control Delay, s 10.5 0 0.8 HCM LOS B Minor Lane/Major Mvmt NBT NBR WBLn1 SBL SBT Capacity (veh/h) - - 698 1316 - HCM Lane V/C Ratio - - 0.07 0.019 - HCM Control Delay (s) - - 10.5 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0.1 -