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RS Transportation Impact Study_Boeing Apron E__200127_v2.pdf
Transportation Impact Analysis BOEING RENTON APRON E Prepared for: The Boeing Company January 2020 Prepared by: 12131 113th Avenue NE, Suite 203 Kirkland, WA 98034-7120 Phone: 425-821-3665 www.transpogroup.com 1.19122.00 © 2020 Transpo Group RECEIVED 02/06/2020 amorganroth PLANNING DIVISION Transportation Impact Analysis Boeing Renton Apron E January 2020 i Table of Contents Chapter 1. Introduction............................................................................................................ 1 Project Description ................................................................................................................. 1 Study Scope ........................................................................................................................... 1 Chapter 2. Parking Code Analysis ......................................................................................... 6 Chapter 3. Parking Utilization ................................................................................................. 9 Existing Parking Conditions ................................................................................................... 9 Future Parking Conditions ..................................................................................................... 9 Chapter 4. Operations and Access ...................................................................................... 11 Existing and Future (2021) Without-Project Conditions....................................................... 11 Project Impacts .................................................................................................................... 15 Chapter 5. Recommendations .............................................................................................. 19 Chapter 6. Summary of Findings .......................................................................................... 20 Appendix Appendix A: Traffic Counts Appendix B: LOS Definitions Appendix C: LOS Worksheets Appendix D: Preliminary Restriping Plan Figures Figure 1. Site Vicinity .......................................................................................................... 3 Figure 2. Preliminary Site Plan ........................................................................................... 4 Figure 3. Study Intersections & Observed Parking Areas .................................................. 5 Figure 4. Code Required Parking Areas ............................................................................. 8 Figure 5. Existing Weekday Peak Hour Traffic Volumes .................................................. 12 Figure 6. Future (2021) Without-Project Weekday Peak Hour Traffic Volumes ............... 13 Figure 7. Weekday Peak Hour Traffic Shifts .................................................................... 16 Figure 8. Future (2021) With-Project Weekday Peak Hour Traffic Volumes .................... 17 Tables Table 1. Code Required Parking ....................................................................................... 6 Table 2. Existing Parking Supply Summary ...................................................................... 7 Table 3. Peak Period Observed Parking ........................................................................... 9 Table 4. Peak Period Parking Demand & Utilization Without-Project ............................. 10 Table 5. Peak Period Parking Demand & Utilization With-Project .................................. 10 Table 6. Existing & Future Without-Project Weekday Peak Hour Intersection LOS Summary ........................................................................................................... 14 Table 7. Future Weekday Peak Hour Intersection LOS Summary ................................. 18 Table 8. Peak Period Parking Demand & Utilization With-Project Recommendations ... 19 Transportation Impact Analysis Boeing Renton Apron E January 2020 1 Chapter 1. Introduction The purpose of this transportation impact analysis (TIA) is to identify potential transportation- related impacts to the surrounding street network associated with the proposed Apron E development on the Boeing Campus in Renton, WA. This updated report addresses comments from the City of Renton regarding the assumed parking supply, inclusive of off-site lots; specifically, Lot 10. To address this comment, the following analysis presents a parking analysis without the continued use of Lot 10. Project Description The proposed Apron E project would create three new production stalls and a new paint hangar, located east of the existing Apron D hanger, encompassing the entirety of the S1 parking lot. The S1 parking lot is located on the southwest corner of the Logan Avenue N/N 6th Street intersection and currently includes 976 parking stalls. The site vicinity is shown on Figure 1. This analysis addresses the impacts associated with the changes to lot S1 only as no changes to the to the fire station are included in this proposal. As part of the Apron E project, an additional paint hangar will be constructed. No increase in employment is anticipated as a result of the proposed project, employees would be shifted from other facilities on campus. A site plan is shown on Figure 2. The proposed Apron E hangar is anticipated to be constructed and occupied by 2021. Study Scope This report documents the potential impacts associated with the development of Apron E, the reduction in the campus wide parking supply, and displacement of peak parking demand within the S1 parking lot to other lots in the area. Peak parking displaced as part of the proposed project would be shifted to other parking lots on the Boeing Campus. Parking spaces on the Boeing campus are organized in a tiered system and includes vanpool/carpool spaces, service vehicle parking, and ADA parking stalls. This parking demand study focuses only on the general-purpose parking lots as that is the only category of parking to be displaced as part of the S1 proposal. The parking utilization survey was conducted during the following intervals: · 7:00 AM – 1: 00 PM in 1-hour intervals · 1:00 PM – 3:00 PM in 30-minute intervals · 3:00 PM – 6:00 PM in 1-hour intervals Based on current shift schedules on site, the traffic analysis focuses on the AM (6:00 to 9:00) and PM (4:00 to 6:00) peak commute periods. Considering anticipated localized trip distribution patterns associated with the displaced parking the study area includes the following intersections: 1. Logan Avenue N/N 8th Street 7. Garden Avenue N/N 6th Street 2. Park Avenue N/N 8th Street 8. Logan Avenue N/Lot S1/E7 North Access 3. Garden Avenue N/N 8th Street 9. Logan Avenue N/Lot S1/E7 South Access 4. Internal Road/N 6th Street 10. Park Avenue N/N 5th Street 5. Logan Avenue N/N 6th Street 11. Garden Avenue N/N 5th Street 6. Park Avenue N/N 6th Street The study area and parking lots included in the demand study are shown on Figure 3. Transportation Impact Analysis Boeing Renton Apron E January 2020 2 Additionally, the Boeing lease on Lot 10 will be terminated in January 2020. As a result, demand observed in the lot was shifted to other lots and the supply was removed from overall calculations in the subsequent sections. The analysis also includes a review of the parking code requirements, parking utilization, and traffic operations and access. Future (2021) with-project conditions were evaluated by adding site-generated traffic to future without-project volumes. The with-project conditions are compared to future without-project conditions to identify the potential impacts of the proposed project on the surrounding intersections. Site VicinityBoeing Renton Apron EFIGURE1 Dec 11, 2019 - 8:29am jonathans M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: Site VicinityXStudy IntersectionLEGENDParking AreaProposedApron E(Lot S1) Preliminary Site PlanBoeing Renton Apron EFIGURE2 Dec 18, 2019 - 1:20pm jonathans M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: Site Plan Study Intersections & Observed Parking AreasBoeing Renton Apron EFIGURE3 Dec 13, 2019 - 7:14am Jessical M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: Study Area_S11XStudy IntersectionLEGENDParking AreaLot S1Lot E6Garage10-20Lot E5Lot E4Lot 10Garage10-18Lot E1LotE2Garage10-16Lot E7Lot E3Lot S3Lot S2101167895423 Transportation Impact Analysis Boeing Renton Apron E January 2020 6 Chapter 2. Parking Code Analysis The following sections summarize the code required parking and available parking supply under with-project conditions without inclusion of Lot 10. Code required parking for the Renton Boeing site was calculated based on rates provided in Renton City Code (RCC) 4-4-080-d and the different land uses onsite. Table 1 provides a summary of the with-project code required parking for the Boeing Renton site. Table 1. Code Required Parking Land Use Minimum Code Required Parking Maximum Code Required Parking Total Existing Building Area (sf) Proposed Apron E (sf) Total Building Area (sf) Minimum Code Required Parking Supply Maximum Code Allowed Parking Supply Medical & Airplane Hanger Office 5 stalls/1,000 sf 5 stalls/1,000 sf 10,477 12,653 sf 23,130 115 stalls 115 stalls General Office 2 stalls/1,000 sf 4.5 stalls/1,000 sf 1,428,984 0 sf 1,428,984 2,858 stalls 6,430 stalls Retail 2.5 stalls/1,000 sf 2.5 stalls/1,000 sf 2,168 0 sf 2,168 5 stalls 5 stalls Airplane Hanger 0 stalls 0 stalls 47,176 55,698 sf 102,874 0 stalls 0 stalls Manufacturing Lab/Test 1 stall/1,000 sf 1.5 stall/1,000 sf 2,733,384 40,893 sf 2,774,227 2,774 stalls 4,161 stalls Warehouse & Storage 1 stall/1,500 sf 1 stall/1,500 sf 43,618 0 sf 43,618 30 stalls 30 stalls Total - - 4,265,807 109,244 4,375,001 5,782 stalls 10,741 stalls Notes: sf = square feet As shown in Table 1, the minimum number of code required parking stalls with completion of the proposed Apron E project is approximately 5,782 stalls with a maximum of 10,741 stalls allowed by code. The code required parking areas are shown on Figure 4. As discussed previously, parking spaces on the Boeing campus are organized in a tiered system and also include vanpool/carpool, service vehicle parking, and ADA parking stalls. Table 2 provides a summary of the existing parking between general-purpose and Tier 1 stalls. Transportation Impact Analysis Boeing Renton Apron E January 2020 7 Table 2. Existing Parking Supply Summary Lot General-Purpose Tier 1 Total S1 976 - 976 S2 277 206 483 S3 390 403 793 S5 - 193 193 S6 - 371 371 S7 - 88 88 E1 275 - 275 E2 64 - 64 E3 215 - 215 E4 264 - 264 E5 - - - E6 413 - 413 E7 313 - 313 Garage 10-20 543 - 543 Garage 10-18 1,053 - 1,053 Garage 10-16 782 - 782 Total 5,565 1,261 6,826 Source: Transpo Group. As shown in Table 2, with consideration of general-purpose and Tier 1 parking the site meets minimum code parking requirements. Code Required Parking AreasBoeing Renton Apron EFIGURE4 Dec 16, 2019 - 7:57am jonathans M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: Code Parking AreasLEGENDGeneral-Purpose ParkingAreaApron ELot E6Garage10-20Lot E5Lot E4Garage10-18Lot E1LotE2Garage10-16Lot E7Lot E3Lot S2Lot S6Lot S5Lot S7Tier 1 Parking AreaLot S3 Transportation Impact Analysis Boeing Renton Apron E January 2020 9 Chapter 3. Parking Utilization This section analyzes the parking on-site by first looking at existing parking conditions, and then how parking would change with the completion of the proposed project. Existing Parking Conditions Parking supply and demand counts were collected at the 14 parking lots shown on Figure 3. It is the intention of the displaced parking in lot S1 to be accommodated within like type parking in other lots on the Boeing site. The following tables focus on general-purpose only as that is the designation of the S1 parking. Based on the parking counts, the peak parking demand of the S1 lot was observed during the 1:00 to 2:00 p.m. with a demand of 905 stalls during the 1:00 to 1:30 p.m. count and 936 stalls during the 1:30 to 2:00 p.m. count. Table 3 provides a summary of the observed parking supply and demand during the 1:00 to 2:00 p.m. time period, utilization, and the number of available stalls. Table 3. Peak Period Observed Parking Lot Existing General- Purpose Supply 1:00 – 1:30 p.m. Count Period 1:30 – 2:00 p.m. Count Period Parking Demand Utilization Available Supply Parking Demand Utilization Available Supply S1 976 905 93% 71 936 96% 40 S2 277 277 100% 0 273 99% 4 S3 390 390 100% 0 347 89% 43 E1 275 76 28% 199 74 27% 201 E2 64 8 13% 56 8 13% 56 E3 215 190 88% 25 188 87% 27 E4 264 259 98% 5 259 98% 5 E5 - - - - - - - E6 413 412 100% 1 412 100% 1 E7 313 125 40% 188 136 43% 177 Lot 10 675 519 77% 156 533 79% 142 Garage 10-20 543 427 79% 116 404 74% 139 Garage 10-18 1053 417 40% 636 415 39% 638 Garage 10-16 782 692 88% 90 668 85% 114 Total 6,240 4,697 75% 1,543 4,653 75% 1,587 Source: Transpo Group. As shown in Table 3, there are approximately 6,240 general-purpose parking stalls. The site is currently operating at an overall utilization of 75 percent. Future Parking Conditions The following sections summarize the future without and with-project parking conditions on campus. Without-Project As discussed previously, under future without project conditions the lease on Lot 10 will be terminated resulting in a decrease in the parking supply of approximately 675 stalls. With the Transportation Impact Analysis Boeing Renton Apron E January 2020 10 termination of the Lot 10 lease, the parking demand would be reallocated to other general- purpose parking lots on campus. Table 4 provides a summary of the peak parking demand and utilization under without-project conditions. Table 4. Peak Period Parking Demand & Utilization Without-Project Time of Day General-Purpose Parking Supply Parking Demand Utilization 1:00 – 1:30 p.m. 5,565 4,697 84% 1:30 – 2:00 p.m. 5,565 4,653 84% Source: Transpo Group. As shown in Table 4, under future without-project conditions, campus wide general-purpose parking utilization is anticipated to be 84 percent. With-Project As discussed previously, the proposed Apron E project would create three new production stalls and a new paint hangar, located east of the existing Apron D hanger, encompassing the entirety of the S1 parking lot. The S1 parking lot currently includes 976 parking stalls. As noted earlier, no new employees are anticipated as a result of the proposed project; however, the proposed project would provide 45 parking stalls. Table 5 provides a summary of the peak parking demand and utilization under with-project conditions. Table 5. Peak Period Parking Demand & Utilization With-Project Time of Day General-Purpose Parking Supply Apron E Parking Supply Total Parking Supply Parking Demand Utilization 1:00 – 1:30 p.m. 4,589 45 4,634 4,697 101% 1:30 – 2:00 p.m. 4,589 45 4,634 4,653 100% Source: Transpo Group. As shown in Table 5, with completion of the proposed project overall general-purpose utilization is anticipated to be at or over 100 percent. Recommendations for reducing the overall general-purpose utilization through increasing site supply are discussed in a subsequent section on page 19. Transportation Impact Analysis Boeing Renton Apron E January 2020 11 Chapter 4. Operations and Access This section of the report documents project-generated impacts on the surrounding roadway network and at the study intersections. First, existing and future without-project conditions are described. Next, future with-project volumes are projected and potential impact to traffic volumes and traffic operations are identified. Existing and Future (2021) Without-Project Conditions This section describes both existing and future (2021) without-project conditions within the identified study area. Traffic Volumes The following sections document traffic volumes used in the existing and future (2021) without-project operations analyses. Existing Volumes Weekday AM and PM peak hour traffic counts were collected at the study intersections in April 2019. For purposes of equally redistributing AM and PM peak hour volumes at the S1 driveways through the study area, a consistent system-wide peak hour was utilized at the study intersections. Figure 5 illustrates the existing weekday AM and PM peak hour traffic volumes at the study intersections. The detailed traffic counts are provided in Appendix A. Future Without-Project Volumes Future (2021) without-project traffic volumes were forecasted by applying an average annual growth rate to existing traffic volumes and traffic from previously approved “pipeline” development projects that would contribute traffic to study intersections. An annual growth rate of three percent per year was applied to the existing AM and PM peak hour traffic volumes along public roadways. A growth rate was not applied to turning movements to/from private driveways along N 6th Street and Logan Avenue N. Growth at private driveways was accounted for in traffic shifts associated with the closure of the S1 parking lot and additional FTEs associated with the Apron E hangar. The three percent growth rate is consistent with previously approved traffic studies. Traffic from one pipeline project in the project vicinity were also included in the future without-project volume forecasts and include: · TopGolf Facility: The proposed project includes 102 golf driving range bays, a 220- room hotel, and a 3,400-square foot (sf) restaurant space. Future (2021) without-project weekday peak hour traffic volumes are shown on Figure 6. Existing Weekday Peak Hour Traffic VolumesBoeing Renton Apron EFIGURE5 Dec 11, 2019 - 8:30am jonathans M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: Existing1234567891011Logan Ave NN 8th St(5) 31(16) 34(15) 16(19) 6740(633)(79) 89(43) 73(18) 4(18) 53(3) 16(549)612(26) 8(10) 56(71) 71(15) 17(12) 21386(377)(143) 65(49) 80(64) 77(14) 59(30) 88(155)261(7) 37Park Ave NN 8th StGarden Ave NN 8th St (232) 210(19) 12(6) 16 (103) 248(152) 39(126) 190 Boeing RdN 6th St(6) 3(20) 31(1) 4(3) 611(14)(4) 17(11) 3(27) 26(67) 11(22) 98(8)3(1) 2Logan Ave NN 6th St(0) 15(12) 35(31) 99(63) 28806(720)(263) 217(21) 110(25) 7(11) 14(9) 8(566)690(16) 9Park Ave NN 6th St(88) 209(86) 104(24) 140(86) 18260(455)(14) 6(8) 16(25) 21(6) 2(16) 6(126)429(55) 28Garden Ave NN 6th St(72) 86(5) 2(42) 22(18) 871(95)(4) 0(0) 0(4) 3(5) 1(0) 0(56)86(9) 28Logan Ave NS1/E7 DW (North)(0) 0 (3) 11(0) 01,032(1,039)(10) 0(0) 0 (2) 1(0) 0(607)888(15) 9Park Ave NN 5th St(19) 17(6) 7(10) 14(6) 2(602)(29) 14(3) 42(0) 1(4) 5(3) 3(143)480(2) 15Garden Ave NN 5th St(8) 6 (0) 22(2) 2(134) (14)139(5) 11123456781011 1 N 8TH STLOGAN AVE NN 6TH STPARK AVE NGARDEN AVE NBURNETT AVE NWILLIAMS AVE NWELLS AVE NPELLY AVE NN 5TH STN 4TH STSOUTHPORT DR NN 10TH STXStudy IntersectionX Weekday PM PeakHour Traffic VolumesLEGEND(X)Weekday AM PeakHour Traffic Volumes24623Logan Ave NS1/E7 DW (South)(0) 3(0) 0(1) 51(55) 6(1,046)(3) 0(0) 1(0) 0(0) 1(2) 2(604)894(5) 31,0659 Boeing Renton Apron EFIGURE6 Jan 16, 2020 - 2:18pm jonathans M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: Baseline1234567891011Logan Ave NN 8th St(5) 33(17) 36(16) 17(20) 6840(692)(84) 94(46) 77(19) 4(19) 56(3) 17(594)676(28) 8(11) 59(75) 75(16) 18(13) 22410(400)(152) 69(76) 139(68) 82(15) 63(32) 93(172)295(7) 39Park Ave NN 8th StGarden Ave NN 8th St (246) 223(20) 13(6) 17 (109) 263(161) 41(158) 256 Boeing RdN 6th St(6) 3(21) 33(1) 4(3) 611(14)(4) 17(11) 3(29) 28(71) 12(23) 104(8)3(1) 2Logan Ave NN 6th St(0) 16(13) 37(33) 105(67) 30936(800)(279) 230(22) 117(27) 7(12) 15(10) 8(612)763(17) 10Park Ave NN 6th St(89) 219(95) 113(25) 149(91) 19276(481)(17) 6(8) 21(29) 22(6) 2(17) 6(159)522(56) 30Garden Ave NN 6th St(82) 94(5) 2(45) 23(19) 875(101)(4) 0(0) 0(4) 3(5) 1(0) 0(59)91(12) 34Logan Ave NS1/E7 DW (North)(0) 0 (3) 11(0) 01,176(1,138)(10) 0(0) 0 (2) 1(0) 0(656)973(15) 9Park Ave NN 5th St(20) 18(6) 7(11) 15(6) 2(639)(31) 15(3) 45(0) 1(4) 5(3) 3(177)580(2) 16Garden Ave NN 5th St(8) 6 (0) 23(2) 2(142) (15)147(5) 12123456781011 1 N 8TH STLOGAN AVE NN 6TH STPARK AVE NGARDEN AVE NFuture (2021) Without-Project Weekday Peak Hour Traffic VolumesBURNETT AVE NWILLIAMS AVE NWELLS AVE NPELLY AVE NN 5TH STN 4TH STSOUTHPORT DR NN 10TH STXStudy IntersectionX Weekday PM PeakHour Traffic VolumesLEGEND(X)Weekday AM PeakHour Traffic Volumes26124Logan Ave NS1/E7 DW (South)(0) 3(0) 0(1) 51(55) 6(1,146)(3) 0(0) 1(0) 0(0) 1(2) 2(653)979(5) 31,2119 Transportation Impact Analysis Boeing Renton Apron E January 2020 14 Traffic Operations The operational characteristics of an intersection are determined by calculating the intersection level of service (LOS). At side-street stop-controlled intersections, LOS is measured in average delay per vehicle during the peak hour of traffic and is reported for the worst operating approach of the intersection. At signalized intersections, LOS is measured in average control delay per vehicle and is typically reported using the intersection delay. Traffic operations for an intersection can be described alphabetically with a range of levels of service (LOS A through F), with LOS A indicating free-flowing traffic and LOS F indicating extreme congestion and long vehicle delays. Appendix B contains a detailed explanation of LOS criteria and definitions. Weekday AM and PM peak hour traffic operations for existing and future without-project conditions were evaluated at the study intersections based on the procedures identified in the Highway Capacity Manual (HCM) 6th Edition and were evaluated using the Synchro 10 software program. Pedestrian and bicycle volumes were taken into account when evaluating intersection operations. The intersection operations are summarized in Table 6Error! Reference source not found.. Detailed LOS worksheets for each intersection analysis are included in Appendix C. Table 6. Existing & Future Without-Project Weekday Peak Hour Intersection LOS Summary Existing 2021 Without-Project Intersection LOS1 Delay2 WM3 LOS Delay WM AM Peak Hour 1. Logan Avenue N/N 8th Street B 16 - B 17 - 2. Park Avenue N/N 8th Street B 18 - B 19 - 3. Garden Avenue N/N 8th Street A 6 - A 6 - 4. Lot S6 Access/Internal Road B 12 NBL B 12 NBL 5. Logan Avenue N/N 6th Street B 19 - C 21 - 6. Park Avenue/N 6th Street B 20 - B 20 - 7. Garden Avenue N/N 6th Street A 9 - A 9 - 8. Logan Avenue N/Lot S1/E7 Access North B 14 WB B 15 WB 9. Logan Avenue N/Lot S1/E7 Access South B 11 SBL B 12 SBL 10. Park Avenue N/N 5th Street C 18 WBL C 19 WBL 11. Garden Avenue N/N 5th Street A 10 EBL A 10 EB PM Peak Hour 1. Logan Avenue N/N 8th Street C 22 - C 26 - 2. Park Avenue N/N 8th Street C 27 - C 28 - 3. Garden Avenue N/N 8th Street A 8 - A 8 - 4. Lot S6 Access/Internal Road B 11 SBL B 12 SBL 5. Logan Avenue N/N 6th Street C 27 - D 38 - 6. Park Avenue/N 6th Street C 34 - D 35 - 7. Garden Avenue N/N 6th Street A 9 - A 9 - 8. Logan Avenue N/Lot S1/E7 Access North C 19 WB C 22 WB 9. Logan Avenue N/Lot S1/E7 Access South E 41 WB F 56 WB 10. Park Avenue N/N 5th Street C 15 EB C 18 EB 11. Garden Avenue N/N 5th Street B 11 EB B 11 EBL 1. Level of Service (A – F) as defined by the Highway Capacity Manual (TRB, 2016) 2. Average delay per vehicle in seconds. 3. Worst movement reported for unsignalized intersections. Transportation Impact Analysis Boeing Renton Apron E January 2020 15 As shown in Table 6, the study intersections currently operate at LOS C or better during the weekday AM and PM peak hour with the exception of the Logan Avenue N/Lot S1/E7 South Access driveway. The Logan Avenue N/Lot S1/E7 South Access driveway currently operates at LOS E during the PM peak hour. After accounting for increases in background traffic growth, the study intersections are forecast to operate at LOS D or better under future without-project conditions with the exception of the Logan Avenue N/Lot S1/E7 South Access, which degrades to LOS F with an increase in delay of 15 seconds. Project Impacts This section documents the proposed project’s impacts on the surrounding street system and identifies potential mitigation measures if necessary. Traffic Volume Shifts With the displacement of parking on lot S1, travel volumes at the intersections in the area will change accordingly. Figure 7 summarizes the trip assignment that reflects the peak hour shift in traffic associated with the displacement of traffic from lot S1 to the surrounding lots. Future with-project volumes were estimated by adding shifts associated with the AM and PM peak volumes at the S1 parking lot to the future without project volumes. Future (2021) with- project weekday peak hour traffic volumes are shown on Figure 8. Weekday Peak Hour Traffic ShiftsBoeing Renton ApronFIGURE7 Jan 16, 2020 - 2:17pm jonathans M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: Project Trips1234567891011N 8TH STLOGAN AVE NN 6TH STPARK AVE NGARDEN AVE NBURNETT AVE NWILLIAMS AVE NWELLS AVE NPELLY AVE NN 5TH STN 4TH STSOUTHPORT DR NN 10TH STLogan Ave NN 8th St(-3) -5(-11) -6 (3) 5 (-20)-12 (-11) -6 (3) 5 (11) 6 (20)12 Park Ave NN 8th StGarden Ave NN 8th St Boeing RdN 6th St (1) 4(-1) -4(-3) -6-11(-14)(-4) -17(-11) -3(3) 6 (8) 3(-8)-3 Logan Ave NN 6th St (5) 7-17(-11) (31)38(3) 3 (-20)-12 Park Ave NN 6th St(18) 4 (7) 3 2(12) 1029Garden Ave NN 6th St (9) 10 Logan Ave NS1/E7 DW (North) (-3) -11 (20) (-5)18(-15) -9Park Ave NN 5th St (10) 10 Garden Ave NN 5th St (10) 18 123456781011 2 Logan Ave NS1/E7 DW (South)-3 (-1) -51(-55) -6(20)(15) 4(4) 13 3 (-3)10(-5) -3 9 XStudy IntersectionX Weekday PM PeakHour Project TripsLEGEND(X)Weekday AM PeakHour Project Trips Future (2021) With-Project Weekday Peak Hour Traffic VolumesBoeing Renton Apron EFIGURE8 Jan 16, 2020 - 2:18pm jonathans M:\19\1.19122.00 - Boeing Renton Apron E and Fire Station T\Graphics\DWG\Scoping Figures_v2017.dwg Layout: With Project1234567891011Logan Ave NN 8th St(2) 28(6) 30(16) 17(20) 6840(692)(84) 94(46) 77(19) 4(22) 61(3) 17(574)664(28) 8(11) 59(64) 69(16) 18(16) 27410(400)(163) 75(76) 139(68) 82(15) 63(32) 93(192)307(7) 39Park Ave NN 8th StGarden Ave NN 8th St (246) 223(20) 13(6) 17 (109) 263(161) 41(158) 256 Boeing RdN 6th St(6) 3(22) 37 (32) 34(71) 12(31) 107 (1) 2Logan Ave NN 6th St16(18) 44(33) 88(56) 30936(800)(310) 230(22) 155(30) 10(12) 15(10) 8(592)751(17) 10Park Ave NN 6th St(107) 223(95) 113(32) 152(91) 19278(493)(17) 6(8) 21(29) 22(6) 2(17) 6(159)532(56) 59Garden Ave NN 6th St(82) 94(5) 2(45) 23(19) 875(110)(4) (4) 3(5) 1 (59)101(12) 34Logan Ave NS1/E7 DW (North) 1,176(1,158)(10) (2) 1 (651)991 Park Ave NN 5th St(20) 18(6) 7(11) 15(6) 2(649)(31) 15(3) 451(4) 5(3) 3(177)590(2) 16Garden Ave NN 5th St(8) 6 23(2) 2(152) (15)165(5) 12123456781011 1 N 8TH STLOGAN AVE NN 6TH STPARK AVE NGARDEN AVE NBURNETT AVE NWILLIAMS AVE NWELLS AVE NPELLY AVE NN 5TH STN 4TH STSOUTHPORT DR NN 10TH STXStudy IntersectionX Weekday PM PeakHour Traffic VolumesLEGEND(X)Weekday AM PeakHour Traffic Volumes26324Logan Ave NS1/E7 DW (South)(1,166)(18) 4(4) 144(2) 2(650)9891,2119 Transportation Impact Analysis Boeing Renton Apron E January 2020 18 Future With-Project Traffic Operations An intersection level of service analysis was conducted in the study area to evaluate the future 2021 conditions with the development of the project. Project impacts are determined by comparing future (2021) with-project conditions to without-project conditions. Intersection LOS were calculated at the study intersections using the LOS methodology described previously. Table 7 provides a comparison between the 2021 with and without project conditions. Detailed LOS worksheets are provided in Appendix C. Table 7. Future Weekday Peak Hour Intersection LOS Summary 2021 Without-Project 2021 With-Project Intersection LOS Delay WM LOS Delay WM AM Peak Hour 1. Logan Avenue N/N 8th Street B 17 - B 16 - 2. Park Avenue N/N 8th Street B 19 - B 18 - 3. Garden Avenue N/N 8th Street A 6 - A 6 - 4. Lot S6 Access/Internal Road B 12 NBL B 10 SBL 5. Logan Avenue N/N 6th Street C 21 - C 21 - 6. Park Avenue/N 6th Street B 20 - C 21 - 7. Garden Avenue N/N 6th Street A 9 - A 9 - 8. Logan Avenue N/Lot S1/E7 Access North B 15 WB B 15 WB 9. Logan Avenue N/Lot S1/E7 Access South B 12 SBL C 24 WB 10. Park Avenue N/N 5th Street C 19 WBL C 19 WBL 11. Garden Avenue N/N 5th Street A 10 EB B 10 EB PM Peak Hour 1. Logan Avenue N/N 8th Street C 26 - C 26 - 2. Park Avenue N/N 8th Street C 28 - C 28 - 3. Garden Avenue N/N 8th Street A 8 - A 8 - 4. Lot S6 Access/Internal Road B 12 SBL B 11 SB 5. Logan Avenue N/N 6th Street D 38 - D 39 - 6. Park Avenue/N 6th Street D 35 - D 36 - 7. Garden Avenue N/N 6th Street A 9 - A 9 - 8. Logan Avenue N/Lot S1/E7 Access North C 22 WB C 22 WB 9. Logan Avenue N/Lot S1/E7 Access South F 56 WB D 26 WB 10. Park Avenue N/N 5th Street C 18 EB C 18 EB 11. Garden Avenue N/N 5th Street B 11 EBL B 11 EBL 1. Level of Service (A – F) as defined by the Highway Capacity Manual (TRB, 2000) 2. Average delay per vehicle in seconds. 3. Worst movement reported for unsignalized intersections. As shown in Table 7, with anticipated shifts associated with the proposed project all study intersections are projected to operate at LOS D or better, including the Logan Avenue N/Lot S1/E7 South Access. No traffic impact operations are anticipated with completion of the proposed project. Additionally, with completion of the proposed project, a driveway is proposed along Logan Avenue N at the southern portion of the project site and is anticipated to serve delivery vehicles. Approximately 2 deliveries are anticipated on a daily basis, as such, the site access location with Logan Avenue N is anticipated to operate with minimal delay. Transportation Impact Analysis Boeing Renton Apron E January 2020 19 Chapter 5. Recommendations As discussed previously, with completion of the proposed project, general-purpose parking utilization could increase to over 100 percent. Boeing has identified a potential parking plan that would result in additional general-purpose parking stalls. This can be accomplished through restriping of the S2, S3, and E7 lots to include more compact stalls and converting existing stalls from other designations to general-purpose, resulting in approximately 310 additional general-purpose stalls. Table 8 provides a summary of the sitewide general- purpose parking utilization with conversion of parking stalls. A preliminary restriping plan has been included in Appendix D. Table 8. Peak Period Parking Demand & Utilization With-Project Recommendations Time of Day Future With- Project General Purpose Parking Supply Additional or Converted Parking Stalls Total General- Purpose Supply Peak Parking Demand Sitewide General- Purpose Utilization 1:00 – 1:30 p.m. 4,634 310 4,944 4,697 95% 1:30 – 2:00 p.m. 4,634 310 4,944 4,653 94% Source: Transpo Group. As shown in Table 8, the conversion of the parking stalls results in a site wide parking utilization of approximately 95 percent at 1:00 p.m. and 94 percent at 1:30 p.m. peak periods. Transportation Impact Analysis Boeing Renton Apron E January 2020 20 Chapter 6. Summary of Findings This transportation impact study summarizes the project traffic impacts of the proposed Boeing Apron E project. General findings and recommendations include: · The proposed Apron E project would create three new production stalls and a new paint hangar, encompassing the entirety of lot S1. Lot S1 is located on the southwest corner of the Logan Avenue N/N 6th Street intersection and currently includes 976 parking stalls. · With the elimination of the Lot S1 parking in the future, the forecast peak hour utilization will exceed 100%. Boeing has identified a plan that would result in the general-purpose parking supply increasing by approximately 283 stalls resulting in a supply of 4,917 general-purpose stalls. This results in a site wide parking utilization of approximately 95 percent and 94 percent 1:00 p.m. and 1:30 p.m. peak periods, respectively. · The study intersections are forecast to operate at LOS D or better under future (2021) with-project conditions. No traffic impact operations are anticipated with completion of the proposed project and associated change in travel patterns. Appendix A: Traffic Counts Peak Hour:07:30 AM - 08:30 AM LOGAN AVE LOGAN AVE8TH ST8TH ST (303) 216-2439 www.alltrafficdata.net Location:1 LOGAN AVE & 8TH ST AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk240621 21 38 14 14 5 606 656 80 90 719628 33 64 N S EW 0 0 576196307008TH ST 8TH STLOGAN AVELOGAN AVE1,438 13 22546N S EW 20322 11 2 640Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 1,209017240513071170269293131421 6:15 AM 1,230067010110101250174275121117 6:30 AM 1,29503401011051730176316321612 6:45 AM 1,3430170790514401107325231821 7:00 AM 1,3820020550515202109314621511 7:15 AM 1,4240050143071710010634034234 7:30 AM 1,438005010100515201142364352011 7:45 AM 1,399014072031540216036455147 8:00 AM 1,3790420123041560014135644224 8:15 AM 0 0 3 0 9 6 0 7 168 0 3 133 35427142 8:30 AM 0 1 2 0 9 2 0 4 153 0 1 122 32585153 8:45 AM 0 2 0 0 9 2 0 8 168 0 0 108 34498255 Count Total 0 35 65 0 107 77 0 70 1,833 0 14 1,347 3,9704750207118 Peak Hour 0 5 14 0 38 21 0 19 630 0 6 576 1,43814217024 HV%PHF 0.83 0.80 0.95 0.90 33.3% 12.5% 6.8% 5.1% 7.0%0.99 EB WB NB SB All 0012 0 8 3 8 0 31 47 10 13 4941 11 0 N S EW 0 0 3004540Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 4 6 1 6 17 6:15 AM 4 9 1 4 18 6:30 AM 3 16 2 3 24 6:45 AM 4 16 3 4 27 7:00 AM 3 6 0 4 13 7:15 AM 5 17 1 2 25 7:30 AM 4 15 3 7 29 7:45 AM 3 8 2 7 20 8:00 AM 4 11 3 10 28 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 37 0 0 4 41 6:15 AM 18 7 0 5 30 6:30 AM 22 6 1 10 39 6:45 AM 13 7 0 9 29 7:00 AM 11 2 0 4 17 7:15 AM 11 4 2 7 24 7:30 AM 14 6 0 5 25 7:45 AM 14 6 0 4 24 8:00 AM 13 9 1 2 25 8:15 AM 0 15 2 7 24 8:30 AM 1 7 3 4 15 8:45 AM 0 25 1 8 34 Count Total 35 151 22 66 274 Peak Hour 11 49 10 31 101 8:15 AM 5 4 1 2 12 8:30 AM 13 10 0 2 25 8:45 AM 5 3 0 1 9 Count Total 176 64 5 55 300 Peak Hour 46 25 2 13 86 Peak Hour:06:45 AM - 07:45 AM PARK AVE N PARK AVE N8TH AVE8TH AVE (303) 216-2439 www.alltrafficdata.net Location:2 PARK AVE N & 8TH AVE AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk702214 56 32 13 68 10 178 408 102 269 579194 91 79 N S EW 0 0 1491638417908TH AVE 8TH AVEPARK AVE NPARK AVE N950 12 44150N S EW 431312 12 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 782072705140234072614814192 6:15 AM 858041405180375033719024232 6:30 AM 917021104180178033320043412 6:45 AM 950051807170595034224424460 7:00 AM 92802110450586044822433530 7:15 AM 9470122081805103073124964431 7:30 AM 90302170131601100082823323376 7:45 AM 8880314013100477065222262350 8:00 AM 9080418015200297184424315280 8:15 AM 0 3 15 0 13 15 0 4 82 0 2 29 205310281 8:30 AM 0 5 11 0 14 11 0 3 97 0 6 26 218213264 8:45 AM 0 4 22 0 10 14 0 8 99 0 7 30 24239342 Count Total 0 42 200 0 111 176 0 43 1,023 1 64 426 2,618356441320 Peak Hour 0 10 68 0 32 56 0 16 384 0 22 149 95013141797 HV%PHF 0.78 0.80 0.96 0.86 17.6% 8.8% 5.4% 7.3% 7.3%0.95 EB WB NB SB All 0010 8 1 6 8 2 13 30 9 12 3119 16 8 N S EW 0 0 1202830Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 5 5 1 0 11 6:15 AM 5 10 2 3 20 6:30 AM 2 4 1 5 12 6:45 AM 5 9 4 3 21 7:00 AM 4 6 1 5 16 7:15 AM 5 11 2 3 21 7:30 AM 2 5 2 2 11 7:45 AM 4 11 2 4 21 8:00 AM 4 10 4 2 20 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 0 2 6 2 10 6:15 AM 0 5 7 1 13 6:30 AM 0 5 10 0 15 6:45 AM 0 1 11 5 17 7:00 AM 0 6 11 1 18 7:15 AM 0 6 10 3 19 7:30 AM 0 2 12 3 17 7:45 AM 0 3 12 2 17 8:00 AM 0 1 3 0 4 8:15 AM 0 4 3 2 9 8:30 AM 1 8 2 3 14 8:45 AM 3 6 2 5 16 Count Total 40 89 26 37 192 Peak Hour 16 31 9 13 69 8:15 AM 0 1 11 4 16 8:30 AM 0 1 10 1 12 8:45 AM 0 2 7 0 9 Count Total 0 35 110 22 167 Peak Hour 0 15 44 12 71 Peak Hour:07:15 AM - 08:15 AM GARDEN AVE N 8TH AVE8TH AVE (303) 216-2439 www.alltrafficdata.net Location:3 GARDEN AVE N & 8TH AVE AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk 0 126 152 19 232 0 278 335 109171 251 132 N S EW 0 0 6010308TH AVE 8TH AVEGARDEN AVE N 638 031N S EW 003001 Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 5700049049210401385010 6:15 AM 5730033030320201285026 6:30 AM 6140058043240001443016 6:45 AM 6270061044290001607019 7:00 AM 6270069038150001413016 7:15 AM 6380067045300101695021 7:30 AM 5850061026310201573034 7:45 AM 5670052052270001606023 8:00 AM 5500052029380301525025 8:15 AM 0 0 43 0 19 32 0 6 0 1161015 8:30 AM 0 0 41 0 28 46 0 0 0 1391023 8:45 AM 0 0 53 0 30 25 0 1 0 1438026 Count Total 0 0 639 0 433 350 0 19 0 1,747520254 Peak Hour 0 0 232 0 152 126 0 6 0 638190103 HV%PHF 0.87 0.88 0.76 6.4% 3.2% 11.9% 6.0%0.94 EB WB NB SB All 0 9 0 7 9 0 9 21 137 16 10 N S EW 0 0 10120Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 3 3 0 6 6:15 AM 2 2 1 5 6:30 AM 2 4 1 7 6:45 AM 3 5 3 11 7:00 AM 6 1 0 7 7:15 AM 2 3 2 7 7:30 AM 2 3 4 9 7:45 AM 8 1 0 9 8:00 AM 4 6 3 13 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 0 0 0 0 6:15 AM 0 0 0 0 6:30 AM 0 1 0 1 6:45 AM 0 1 0 1 7:00 AM 0 0 0 0 7:15 AM 0 1 0 1 7:30 AM 0 0 0 0 7:45 AM 1 2 0 3 8:00 AM 0 0 0 0 8:15 AM 0 1 4 5 8:30 AM 5 3 4 12 8:45 AM 6 3 6 15 Count Total 43 35 28 106 Peak Hour 16 13 9 38 8:15 AM 0 1 0 1 8:30 AM 1 1 0 2 8:45 AM 0 0 0 0 Count Total 2 7 0 9 Peak Hour 1 3 0 4 Peak Hour:06:00 AM - 07:00 AM LOT S1 ROAD LOT S2-S3 ROAD6TH AVE6TH AVE (303) 216-2439 www.alltrafficdata.net Location:6 LOT S1 ROAD & 6TH AVE AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk4038178 17 10 1 19 4 46 198 205 75 3815 24 25 N S EW 0 0 44161806TH AVE 6TH AVELOT S1 ROADLOT S2-S3 ROAD313 0 03324N S EW 001518 0 0 519Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 3130140250220253117154171 6:15 AM 2560150440150606803912 6:30 AM 2340050120130406504900 6:45 AM 2290250360060316303601 7:00 AM 2150230850230916012411 7:15 AM 1840140490030514601810 7:30 AM 1850270270140836012311 7:45 AM 1680270480140524901600 8:00 AM 1560120130130422901020 8:15 AM 0 2 4 0 3 8 0 0 5 0 7 4 4701112 8:30 AM 0 1 11 0 3 8 0 1 1 0 2 3 4301012 8:45 AM 0 0 6 0 1 9 0 0 2 0 5 2 3701002 Count Total 0 15 63 0 36 74 0 10 41 0 83 22 68433002512 Peak Hour 0 4 19 0 10 17 0 4 16 0 38 4 3131178184 HV%PHF 0.86 0.84 0.45 0.40 20.8% 3.4% 26.3% 17.4% 9.6%0.67 EB WB NB SB All 0080 7 0 0 5 0 8 8 7 13 100 5 9 N S EW 0 0 02800Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 1 3 1 2 7 6:15 AM 1 2 2 2 7 6:30 AM 1 3 2 2 8 6:45 AM 2 2 2 2 8 7:00 AM 1 4 1 2 8 7:15 AM 0 2 4 2 8 7:30 AM 0 3 5 2 10 7:45 AM 1 3 4 2 10 8:00 AM 2 2 3 2 9 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 3 16 0 0 19 6:15 AM 11 9 0 0 20 6:30 AM 7 3 0 0 10 6:45 AM 3 5 0 0 8 7:00 AM 12 7 0 0 19 7:15 AM 6 1 0 0 7 7:30 AM 9 5 0 0 14 7:45 AM 9 3 0 0 12 8:00 AM 17 13 0 0 30 8:15 AM 3 2 1 0 6 8:30 AM 1 1 3 1 6 8:45 AM 1 1 2 0 4 Count Total 14 28 30 19 91 Peak Hour 5 10 7 8 30 8:15 AM 10 5 0 0 15 8:30 AM 16 7 0 0 23 8:45 AM 2 2 0 0 4 Count Total 105 76 0 0 181 Peak Hour 24 33 0 0 57 Peak Hour:07:00 AM - 08:00 AM LOGAN AVE N LOGAN AVE N6TH ST6TH ST (303) 216-2439 www.alltrafficdata.net Location:7 LOGAN AVE N & 6TH ST AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk1801212 23 16 35 13 0 562 740 52 311 1,097583 48 125 N S EW 1 0 5328472828506TH ST 6TH STLOGAN AVE NLOGAN AVE N1,759 4 12118N S EW 11129 4 0 08Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 1,48508304120421270360349311508 6:15 AM 1,584040045034156046835290599 6:30 AM 1,663000068038190036839170683 6:45 AM 1,7410040410033159049839342723 7:00 AM 1,75900212303218705121448103793 7:15 AM 1,7370030580151900311943173735 7:30 AM 1,6990050550221940214346973785 7:45 AM 1,65200304701515702149411113555 8:00 AM 1,6350010750111790215542662571 8:15 AM 0 1 4 0 8 1 0 13 178 0 2 130 39372434 8:30 AM 0 0 1 0 11 2 0 16 189 0 7 141 42290424 8:45 AM 0 0 2 0 6 2 0 12 189 0 9 118 394132374 Count Total 0 13 28 1 66 68 0 283 2,095 0 46 1,370 4,8791212171354 Peak Hour 0 0 13 1 16 23 0 84 728 0 12 532 1,759351228518 HV%PHF 0.86 0.81 0.92 0.90 20.8% 7.7% 6.2% 4.4% 6.1%0.94 EB WB NB SB All 3012 0 2 10 0 0 25 46 4 14 6833 10 14 N S EW 0 0 211144130Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 2 6 1 8 17 6:15 AM 4 13 0 5 22 6:30 AM 3 17 2 6 28 6:45 AM 4 18 0 7 29 7:00 AM 3 13 1 5 22 7:15 AM 2 24 1 3 30 7:30 AM 1 18 0 11 30 7:45 AM 4 13 2 6 25 8:00 AM 2 18 1 15 36 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 2 1 3 0 6 6:15 AM 1 1 3 1 6 6:30 AM 2 2 4 1 9 6:45 AM 1 0 2 1 4 7:00 AM 0 2 2 2 6 7:15 AM 1 4 7 0 12 7:30 AM 4 2 2 0 8 7:45 AM 3 3 1 2 9 8:00 AM 2 2 6 3 13 8:15 AM 4 23 1 9 37 8:30 AM 1 20 0 8 29 8:45 AM 1 26 0 9 36 Count Total 31 209 9 92 341 Peak Hour 10 68 4 25 107 8:15 AM 2 1 3 3 9 8:30 AM 2 2 2 0 6 8:45 AM 0 0 3 3 6 Count Total 20 20 38 16 94 Peak Hour 8 11 12 4 35 Peak Hour:06:45 AM - 07:45 AM PARK AVE N PARK AVE N6TH ST6TH ST (303) 216-2439 www.alltrafficdata.net Location:8 PARK AVE N & 6TH ST AM Wednesday, April 24, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk600153 21 5 19 103 89 173 565 29 135 610122 211 201 N S EW 0 0 981204731706TH ST 6TH STPARK AVE NPARK AVE N1,023 15 23123N S EW 1211111 7 8 30Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 8810173500502752041718270414 6:15 AM 9300132401703364011918820222 6:30 AM 1,00201926013024105022423730624 6:45 AM 1,02302427018037126042427441414 7:00 AM 99502026013029114001723140512 7:15 AM 98902028015032120052826070212 7:30 AM 97002522025022113062925842622 7:45 AM 930025190112021110013424671213 8:00 AM 9130181704301111204352256348 8:15 AM 0 38 22 0 0 7 0 17 100 1 2 32 24180212 8:30 AM 0 18 27 0 0 6 0 7 104 0 3 35 2188037 8:45 AM 0 23 21 0 3 2 0 7 117 0 5 29 22910336 Count Total 0 260 294 0 15 66 0 267 1,237 1 37 323 2,789701043166 Peak Hour 0 89 103 0 5 21 0 120 473 0 15 98 1,0231931760 HV%PHF 0.96 0.73 0.91 0.76 4.7% 13.8% 2.3% 9.2% 4.3%0.93 EB WB NB SB All 5011 2 1 0 7 3 16 18 4 8 1411 10 7 N S EW 0 0 1001400Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 2 3 0 1 6 6:15 AM 1 5 0 5 11 6:30 AM 1 2 0 3 6 6:45 AM 3 5 1 4 13 7:00 AM 0 3 1 4 8 7:15 AM 5 4 0 3 12 7:30 AM 2 2 2 5 11 7:45 AM 3 2 0 3 8 8:00 AM 5 8 0 3 16 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 0 0 3 1 4 6:15 AM 1 4 7 7 19 6:30 AM 1 1 1 6 9 6:45 AM 0 3 1 1 5 7:00 AM 0 4 7 10 21 7:15 AM 0 0 7 1 8 7:30 AM 3 5 8 3 19 7:45 AM 5 5 11 4 25 8:00 AM 3 5 11 4 23 8:15 AM 8 4 2 2 16 8:30 AM 7 4 1 3 15 8:45 AM 4 5 0 2 11 Count Total 41 47 7 38 133 Peak Hour 10 14 4 16 44 8:15 AM 0 3 5 4 12 8:30 AM 0 0 9 6 15 8:45 AM 7 4 5 2 18 Count Total 20 34 75 49 178 Peak Hour 3 12 23 15 53 Peak Hour:07:15 AM - 08:15 AM LOGAN AVE N LOGAN AVE NLOT E7 NORTH ACCESSLOT ST NORTH ACCESS (303) 216-2439 www.alltrafficdata.net Location:9 LOGAN AVE N & LOT E7 NORTH ACCESS AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk15002 0 0 3 0 0 622 1,041 2 10 1,049610 3 15 N S EW 0 0 60701,039100LOT ST NORTH ACCESS LOT E7 NORTH ACCESSLOGAN AVE NLOGAN AVE N1,676 0 6010N S EW 5100 0 0 37Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 1,3860000000021700863158004 6:15 AM 1,4850000000024400743271107 6:30 AM 1,5740000000029000793750024 6:45 AM 1,6420000000026400993690015 7:00 AM 1,66700000000286001174141028 7:15 AM 1,67600000000276001314162025 7:30 AM 1,65000000000284001524430142 7:45 AM 1,60400000000231001583940014 8:00 AM 1,58200000000248001664231134 8:15 AM 0 0 0 0 0 0 0 0 243 0 0 140 3901024 8:30 AM 0 0 0 0 0 0 0 0 239 0 0 157 3970010 8:45 AM 0 0 0 0 0 0 0 0 236 0 0 133 3720003 Count Total 0 0 0 0 0 0 0 0 3,058 0 0 1,492 4,6351431850 Peak Hour 0 0 0 0 0 0 0 0 1,039 0 0 607 1,676321015 HV%PHF 0.38 0.50 0.91 0.91 0.0% 0.0% 7.0% 7.1% 7.0%0.95 EB WB NB SB All 8000 0 0 0 0 0 44 73 0 0 7336 0 8 N S EW 0 0 3607300Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 0 6 0 10 16 6:15 AM 0 10 0 8 18 6:30 AM 0 15 0 11 26 6:45 AM 0 17 0 11 28 7:00 AM 0 14 0 9 23 7:15 AM 0 25 0 7 32 7:30 AM 0 17 0 11 28 7:45 AM 0 14 0 11 25 8:00 AM 0 17 0 15 32 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 1 0 1 0 2 6:15 AM 2 0 0 0 2 6:30 AM 5 0 0 0 5 6:45 AM 2 0 0 0 2 7:00 AM 2 0 0 0 2 7:15 AM 5 0 3 0 8 7:30 AM 2 0 2 0 4 7:45 AM 2 0 1 0 3 8:00 AM 1 0 0 0 1 8:15 AM 0 21 0 12 33 8:30 AM 0 16 0 7 23 8:45 AM 0 24 0 9 33 Count Total 0 196 0 121 317 Peak Hour 0 73 0 44 117 8:15 AM 1 0 2 0 3 8:30 AM 0 1 2 0 3 8:45 AM 0 0 3 0 3 Count Total 23 1 14 0 38 Peak Hour 10 0 6 0 16 Peak Hour:07:15 AM - 08:15 AM LOGAN AVE N LOGAN AVE NLOT E7 SOUTH ACCESSLOT S1 SOUTH ACCESS (303) 216-2439 www.alltrafficdata.net Location:10 LOGAN AVE N & LOT E7 SOUTH ACCESS AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk5020 0 0 1 0 0 611 1,046 0 5 1,104605 1 60 N S EW 0 0 604551,04630LOT S1 SOUTH ACCESS LOT E7 SOUTH ACCESSLOGAN AVE NLOGAN AVE N1,716 0 207N S EW 1100 0 0 34Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 1,47002000001821100903296002 6:15 AM 1,55101000002423901823544012 6:30 AM 1,62501000001229200783904102 6:45 AM 1,689010000021274001013970000 7:00 AM 1,687000000113278001174101000 7:15 AM 1,716000000018276001344280000 7:30 AM 1,673000000015289021454540021 7:45 AM 1,62200000009224001603951001 8:00 AM 1,588000000013257001654390013 8:15 AM 0 1 0 0 0 0 0 11 230 0 1 140 3851010 8:30 AM 0 0 0 0 0 0 0 8 240 0 1 152 4030020 8:45 AM 0 0 0 0 0 0 0 4 223 0 2 130 3611001 Count Total 0 6 0 0 0 0 1 166 3,033 0 7 1,494 4,745181712 Peak Hour 0 0 0 0 0 0 0 55 1,046 0 2 604 1,7161035 HV%PHF 0.25 0.00 0.90 0.91 0.0% 0.0% 6.4% 5.4% 6.1%0.94 EB WB NB SB All 0000 0 0 0 0 0 33 71 0 0 7133 0 0 N S EW 0 0 3307100Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 1 6 0 8 15 6:15 AM 1 9 0 5 15 6:30 AM 0 16 0 9 25 6:45 AM 0 18 0 8 26 7:00 AM 0 14 0 5 19 7:15 AM 0 25 0 3 28 7:30 AM 0 16 0 8 24 7:45 AM 0 12 0 8 20 8:00 AM 0 18 0 14 32 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 0 0 1 0 1 6:15 AM 1 0 0 0 1 6:30 AM 5 0 1 0 6 6:45 AM 1 0 0 0 1 7:00 AM 2 0 0 0 2 7:15 AM 3 0 1 0 4 7:30 AM 2 0 1 0 3 7:45 AM 2 0 0 0 2 8:00 AM 0 0 0 0 0 8:15 AM 0 21 0 9 30 8:30 AM 0 20 0 7 27 8:45 AM 0 22 0 8 30 Count Total 2 197 0 92 291 Peak Hour 0 71 0 33 104 8:15 AM 1 0 0 0 1 8:30 AM 0 0 0 0 0 8:45 AM 0 0 0 0 0 Count Total 17 0 4 0 21 Peak Hour 7 0 2 0 9 Peak Hour:07:15 AM - 08:15 AM GARDEN AVE N GARDEN AVE N6TH ST6TH ST (303) 216-2439 www.alltrafficdata.net Location:11 GARDEN AVE N & 6TH ST AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk9005 4 0 42 5 72 65 172 9 9 11798 119 31 N S EW 0 0 561895406TH ST 6TH STGARDEN AVE NGARDEN AVE N310 0 1221N S EW 1002 0 0 201Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 2710130001021300135910106 6:15 AM 285015000002220011619002 6:30 AM 3000131001021401126922003 6:45 AM 3070111000072200158220105 7:00 AM 3010115001032400157313001 7:15 AM 310017200204220017768211 7:30 AM 284023100005260012768001 7:45 AM 2710140000062300167611114 8:00 AM 2680182002032400118215223 8:15 AM 0 9 2 0 0 1 0 2 17 0 1 10 506101 8:30 AM 0 11 2 0 0 0 0 5 17 0 2 16 634123 8:45 AM 0 18 3 0 1 2 0 4 15 0 0 20 735122 Count Total 0 173 19 0 1 10 0 45 239 0 4 168 84013110832 Peak Hour 0 72 5 0 0 4 0 18 95 0 0 56 31042549 HV%PHF 0.85 0.56 0.94 0.81 9.2% 55.6% 2.6% 1.5% 6.5%0.95 EB WB NB SB All 0003 2 0 1 4 6 1 12 5 4 32 11 2 N S EW 0 0 10300Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 1 1 2 0 4 6:15 AM 0 2 0 0 2 6:30 AM 1 5 1 0 7 6:45 AM 1 5 0 0 6 7:00 AM 4 2 0 0 6 7:15 AM 3 0 3 0 6 7:30 AM 3 0 0 0 3 7:45 AM 2 0 0 0 2 8:00 AM 3 3 2 1 9 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 3 0 0 1 4 6:15 AM 7 2 0 0 9 6:30 AM 7 0 1 0 8 6:45 AM 8 0 0 0 8 7:00 AM 4 0 0 0 4 7:15 AM 6 2 0 0 8 7:30 AM 3 0 1 0 4 7:45 AM 4 0 0 0 4 8:00 AM 8 0 0 0 8 8:15 AM 3 0 2 2 7 8:30 AM 4 1 1 3 9 8:45 AM 2 3 2 5 12 Count Total 27 22 13 11 73 Peak Hour 11 3 5 1 20 8:15 AM 4 0 0 0 4 8:30 AM 2 0 0 0 2 8:45 AM 6 0 0 0 6 Count Total 62 4 2 1 69 Peak Hour 21 2 1 0 24 Peak Hour:06:45 AM - 07:45 AM PARK AVE N PARK AVE N5TH ST5TH ST (303) 216-2439 www.alltrafficdata.net Location:12 PARK AVE N & 5TH ST AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk2163 0 3 8 8 20 113 686 6 56 708115 36 6 N S EW 0 0 10446624205TH ST 5TH STPARK AVE NPARK AVE N863 0 231N S EW 2021 0 0 01Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 7240210000010301131282051 6:15 AM 8180420100013103221744160 6:30 AM 8580300100115104261931060 6:45 AM 86303200001180122322910151 7:00 AM 84904200000171032522221140 7:15 AM 82706101000166012521412101 7:30 AM 7910730200314500311984030 7:45 AM 76203200001151014021542110 8:00 AM 7440300000214001472001051 8:15 AM 0 3 1 0 0 0 0 1 124 0 3 38 1783122 8:30 AM 0 9 0 0 3 1 0 0 111 0 4 31 1693250 8:45 AM 0 4 4 0 1 2 0 3 131 0 1 39 1973270 Count Total 0 51 18 0 9 3 0 12 1,704 1 24 360 2,3172911896 Peak Hour 0 20 8 0 3 0 0 4 662 1 6 104 86383422 HV%PHF 0.64 0.50 0.90 0.91 0.0% 0.0% 2.5% 8.0% 3.1%0.94 EB WB NB SB All 0000 0 0 0 0 0 9 17 0 1 189 0 0 N S EW 0 0 901710Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 0 2 0 0 2 6:15 AM 0 6 1 3 10 6:30 AM 0 3 0 4 7 6:45 AM 0 4 0 2 6 7:00 AM 0 5 0 2 7 7:15 AM 0 6 0 4 10 7:30 AM 0 3 0 1 4 7:45 AM 1 6 0 3 10 8:00 AM 0 9 0 3 12 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 6:00 AM 0 0 1 0 1 6:15 AM 0 1 1 0 2 6:30 AM 1 0 0 0 1 6:45 AM 0 1 1 0 2 7:00 AM 0 0 0 0 0 7:15 AM 0 1 1 0 2 7:30 AM 1 1 0 0 2 7:45 AM 0 1 0 0 1 8:00 AM 3 0 2 0 5 8:15 AM 0 0 0 2 2 8:30 AM 0 8 0 2 10 8:45 AM 1 8 0 6 15 Count Total 2 60 1 32 95 Peak Hour 0 18 0 9 27 8:15 AM 2 1 2 0 5 8:30 AM 1 0 0 0 1 8:45 AM 1 0 1 0 2 Count Total 9 6 9 0 24 Peak Hour 1 3 2 0 6 Peak Hour:06:45 AM - 07:45 AM GARDEN AVE N GARDEN AVE N 5TH ST (303) 216-2439 www.alltrafficdata.net Location:13 GARDEN AVE N & 5TH ST AM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk5002 0 15 17 159 14514 17 6 N S EW 0 121144005TH ST GARDEN AVE NGARDEN AVE N179 0 00N S EW 00 0 0 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 6:00 AM 156010062400135003 6:15 AM 166010033100240102 6:30 AM 172030022100230002 6:45 AM 179040004400251001 7:00 AM 175060003200545200 7:15 AM 163010003800446003 7:30 AM 151040013000137001 7:45 AM 151010013900547001 8:00 AM 149020002700433000 8:15 AM 0 0 0 0 0 27 0 0 6 34001 8:30 AM 0 1 0 0 1 23 0 0 7 37302 8:45 AM 0 4 0 0 0 21 0 0 12 45602 Count Total 0 28 0 0 14 357 0 0 51 48012018 Peak Hour 0 15 0 0 1 144 0 0 12 179205 HV%PHF 0.53 0.82 0.61 17.6% 4.8% 11.8% 6.7%0.88 EB WB NB SB All 0002 0 1 2 8 74 3 0 N S EW 0 20700Heavy VehiclesInterval Start Time EB NB TotalWBSB 6:00 AM 0 1 0 1 6:15 AM 0 3 0 3 6:30 AM 1 4 0 5 6:45 AM 0 5 0 5 7:00 AM 2 2 1 5 7:15 AM 0 0 1 1 7:30 AM 1 0 0 1 7:45 AM 0 0 0 0 8:00 AM 0 2 0 2 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 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 2 0 0 2 8:00 AM 1 0 0 1 8:15 AM 0 0 1 1 8:30 AM 0 0 3 3 8:45 AM 4 4 4 12 Count Total 8 21 10 39 Peak Hour 3 7 2 12 8:15 AM 0 0 0 0 8:30 AM 0 0 0 0 8:45 AM 0 0 0 0 Count Total 3 0 0 3 Peak Hour 0 0 0 0 Peak Hour:04:45 PM - 05:45 PM LOGAN AVE LOGAN AVE8TH ST8TH ST (303) 216-2439 www.alltrafficdata.net Location:1 LOGAN AVE & 8TH ST PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk60758 5 80 18 19 29 660 892 143 123 909745 66 18 N S EW 0 0 64778059708TH ST 8TH STLOGAN AVELOGAN AVE1,778 18 01132N S EW 00101 4 14 293Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,64601115023102176011263981010230 4:15 PM 1,682091001400116707137390316233 4:30 PM 1,73704100221001750315039876182 4:45 PM 1,778010902100520203162460220233 5:00 PM 1,76308501630019603163434411250 5:15 PM 0 5 1 0 21 2 0 1 210 0 1 157 445416252 5:30 PM 0 6 4 0 22 0 0 1 197 0 0 165 439811241 5:45 PM 0 5 2 0 22 0 0 1 206 0 3 166 445216202 Count Total 0 58 56 0 161 7 0 11 1,529 0 21 1,226 3,4094010618113 Peak Hour 0 29 19 0 80 5 0 7 805 0 7 647 1,7781858976 HV%PHF 0.79 0.87 0.96 0.98 10.6% 0.7% 2.6% 3.5% 3.1%0.97 EB WB NB SB All 0000 0 1 1 5 1 23 19 1 10 2425 7 1 N S EW 0 0 2311850Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 5 6 1 3 15 4:15 PM 5 10 0 9 24 4:30 PM 4 6 0 8 18 4:45 PM 3 10 0 7 20 5:00 PM 1 7 0 8 16 5:15 PM 1 4 1 3 9 5:30 PM 2 3 0 5 10 5:45 PM 0 9 0 3 12 Count Total 21 55 2 46 124 Peak Hour 7 24 1 23 55 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 23 7 0 7 37 4:15 PM 11 7 0 4 22 4:30 PM 12 4 0 4 20 4:45 PM 9 2 0 2 13 5:00 PM 10 5 0 9 24 5:15 PM 7 3 0 2 12 5:30 PM 6 1 0 5 12 5:45 PM 11 3 0 3 17 Count Total 89 32 0 36 157 Peak Hour 32 11 0 18 61 Peak Hour:04:00 PM - 05:00 PM PARK AVE N PARK AVE N8TH AVE8TH AVE (303) 216-2439 www.alltrafficdata.net Location:2 PARK AVE N & 8TH AVE PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk3307761 89 94 24 75 52 366 506 244 212 472374 151 141 N S EW 0 0 256193936008TH AVE 8TH AVEPARK AVE NPARK AVE N1,233 6 59290N S EW 1148254 1 5 00Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,2330141603128048901651293718136 4:15 PM 1,218092202118069301877302611129 4:30 PM 1,22101318019150410202366303711169 4:45 PM 1,22301619023280510902062335421199 5:00 PM 1,16001812017160682027562780161810 5:15 PM 0 15 19 0 29 28 0 8 89 0 30 42 305127134 5:30 PM 0 9 12 0 28 25 0 5 90 0 17 78 3051171211 5:45 PM 0 11 15 0 27 23 0 9 75 0 22 53 27212187 Count Total 0 105 133 0 195 181 0 47 729 0 173 485 2,3932714211165 Peak Hour 0 52 75 0 94 89 0 19 393 0 77 256 1,23324616033 HV%PHF 0.97 0.79 0.89 0.88 16.6% 0.8% 3.6% 4.4% 4.9%0.92 EB WB NB SB All 0021 0 1 5 18 2 16 20 2 20 1720 25 0 N S EW 0 0 1401700Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 6 5 0 2 13 4:15 PM 6 5 0 6 17 4:30 PM 6 4 2 3 15 4:45 PM 7 3 0 5 15 5:00 PM 2 4 0 3 9 5:15 PM 1 4 1 3 9 5:30 PM 1 4 1 4 10 5:45 PM 0 3 0 3 6 Count Total 29 32 4 29 94 Peak Hour 25 17 2 16 60 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 0 9 18 0 27 4:15 PM 0 7 20 3 30 4:30 PM 0 3 13 2 18 4:45 PM 0 10 8 1 19 5:00 PM 0 1 9 3 13 5:15 PM 0 7 15 2 24 5:30 PM 0 2 6 3 11 5:45 PM 0 8 12 0 20 Count Total 0 47 101 14 162 Peak Hour 0 29 59 6 94 Peak Hour:04:00 PM - 05:00 PM GARDEN AVE N 8TH AVE8TH AVE (303) 216-2439 www.alltrafficdata.net Location:3 GARDEN AVE N & 8TH AVE PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk 0 212 38 13 202 0 250 474 29251 216 233 N S EW 0 1 20027208TH AVE 8TH AVEGARDEN AVE N 758 023N S EW 001121 Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 758004508660802103080 4:15 PM 716104908400501752070 4:30 PM 7350054015380401664051 4:45 PM 707005407680302074071 5:00 PM 648005309440401682056 5:15 PM 0 0 60 0 9 77 0 5 0 1942041 5:30 PM 0 0 37 0 6 62 0 0 0 1382031 5:45 PM 0 0 46 0 8 63 0 6 0 1480025 Count Total 1 0 398 0 70 458 0 35 0 1,406190425 Peak Hour 1 0 202 0 38 212 0 20 0 758130272 HV%PHF 0.93 0.83 0.83 9.3% 4.8% 1.4% 4.7%0.90 EB WB NB SB All 0 2 10 10 10 0 12 14 420 20 2 N S EW 0 0 0040Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 3 1 2 6 4:15 PM 5 2 2 9 4:30 PM 5 0 7 12 4:45 PM 7 1 1 9 5:00 PM 4 4 3 11 5:15 PM 1 0 3 4 5:30 PM 2 1 1 4 5:45 PM 1 1 0 2 Count Total 28 10 19 57 Peak Hour 20 4 12 36 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 1 0 0 1 4:15 PM 1 0 0 1 4:30 PM 1 0 0 1 4:45 PM 0 2 0 2 5:00 PM 0 0 0 0 5:15 PM 2 0 0 2 5:30 PM 1 0 0 1 5:45 PM 0 0 0 0 Count Total 6 2 0 8 Peak Hour 3 2 0 5 Peak Hour:04:00 PM - 05:00 PM LOT S1 ROAD LOT S2-S3 ROAD6TH AVE6TH AVE (303) 216-2439 www.alltrafficdata.net Location:6 LOT S1 ROAD & 6TH AVE PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk2011313 28 2 2 37 2 117 28 43 171 396 41 35 N S EW 0 0 25132106TH AVE 6TH AVELOT S1 ROADLOT S2-S3 ROAD240 0 02033N S EW 00164 0 0 321Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 24000100060050301610360 4:15 PM 21501120080220370741551 4:30 PM 1700160180230261601371 4:45 PM 1330090160130200450230 5:00 PM 1190140140130152362120 5:15 PM 0 0 6 0 0 4 0 1 4 0 10 1 290210 5:30 PM 0 1 3 0 0 7 0 0 1 0 7 0 230211 5:45 PM 0 0 3 0 1 7 0 3 1 0 8 3 310410 Count Total 0 4 53 0 4 50 0 10 22 0 153 8 359422263 Peak Hour 0 2 37 0 2 28 0 5 13 0 113 2 240213212 HV%PHF 0.73 0.83 0.81 0.77 9.8% 11.6% 23.1% 5.1% 10.0%0.81 EB WB NB SB All 0060 5 0 0 4 0 6 7 5 10 90 4 7 N S EW 0 0 02700Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 1 2 0 1 4 4:15 PM 1 3 1 2 7 4:30 PM 1 2 3 2 8 4:45 PM 1 2 1 1 5 5:00 PM 0 2 2 3 7 5:15 PM 1 1 1 1 4 5:30 PM 0 1 1 1 3 5:45 PM 2 1 1 1 5 Count Total 7 14 10 12 43 Peak Hour 4 9 5 6 24 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 10 6 0 0 16 4:15 PM 8 1 0 0 9 4:30 PM 10 10 0 0 20 4:45 PM 5 3 0 0 8 5:00 PM 7 9 0 0 16 5:15 PM 2 1 0 0 3 5:30 PM 2 2 0 0 4 5:45 PM 2 1 0 0 3 Count Total 46 33 0 0 79 Peak Hour 33 20 0 0 53 Peak Hour:04:15 PM - 05:15 PM LOGAN AVE N LOGAN AVE N6TH ST6TH ST (303) 216-2439 www.alltrafficdata.net Location:7 LOGAN AVE N & 6TH ST PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk90814 7 110 99 35 15 707 835 131 260 1,051899 149 44 N S EW 0 0 6902880621706TH ST 6TH STLOGAN AVE NLOGAN AVE N2,038 3 01016N S EW 0091 1 2 142Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 2,000051103100719300161496289483 4:15 PM 2,038079041101017604159498345493 4:30 PM 2,029051202030618501165480273512 4:45 PM 2,017031202820820502184526184582 5:00 PM 1,98100202110424001182534202592 5:15 PM 0 0 4 0 20 1 0 5 219 0 3 174 489124470 5:30 PM 0 3 1 0 13 1 0 4 209 0 2 184 46860414 5:45 PM 0 1 4 0 7 2 0 5 233 0 4 185 49074344 Count Total 0 24 55 0 181 11 0 49 1,660 0 17 1,394 3,9811523138720 Peak Hour 0 15 35 0 110 7 0 28 806 0 8 690 2,03899142179 HV%PHF 0.75 0.70 0.87 0.94 6.7% 2.3% 4.5% 4.1% 4.4%0.95 EB WB NB SB All 2010 0 3 8 0 2 29 26 3 19 4737 10 7 N S EW 0 0 26524180Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 4 10 0 3 17 4:15 PM 3 11 2 7 23 4:30 PM 3 13 0 6 22 4:45 PM 2 10 0 8 20 5:00 PM 2 13 1 8 24 5:15 PM 1 7 0 5 13 5:30 PM 1 6 0 4 11 5:45 PM 2 10 0 4 16 Count Total 18 80 3 45 146 Peak Hour 10 47 3 29 89 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 10 9 1 0 20 4:15 PM 2 3 0 0 5 4:30 PM 5 3 0 0 8 4:45 PM 4 4 0 0 8 5:00 PM 5 0 0 3 8 5:15 PM 5 5 4 2 16 5:30 PM 3 0 2 5 10 5:45 PM 7 3 0 0 10 Count Total 41 27 7 10 85 Peak Hour 16 10 0 3 29 Peak Hour:04:15 PM - 05:15 PM PARK AVE N PARK AVE N6TH ST6TH ST (303) 216-2439 www.alltrafficdata.net Location:8 PARK AVE N & 6TH ST PM Wednesday, April 24, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk28062 21 16 140 104 209 463 471 39 116 284585 453 67 N S EW 0 0 42918260606TH ST 6TH STPARK AVE NPARK AVE N1,239 10 151014N S EW 132010 7 3 410Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,2020351418704690410127930006 4:15 PM 1,2390472407304530212531237028 4:30 PM 1,1770482200504700010329937127 4:45 PM 1,1130592703404760393312300112 5:00 PM 1,0450553106906610110831636111 5:15 PM 0 43 18 0 7 5 0 4 58 0 3 87 25020122 5:30 PM 0 31 15 0 2 5 0 6 58 0 1 92 23516117 5:45 PM 0 35 14 0 3 3 0 0 67 0 1 101 24417012 Count Total 0 353 165 1 36 41 0 32 512 0 15 810 2,24722341045 Peak Hour 0 209 104 0 16 21 0 18 260 0 6 429 1,2391402628 HV%PHF 0.93 0.61 0.88 0.86 3.3% 10.3% 2.8% 4.3% 3.8%0.98 EB WB NB SB All 3000 3 1 0 13 2 20 10 4 13 818 15 6 N S EW 0 0 170800Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 1 4 1 4 10 4:15 PM 5 2 0 6 13 4:30 PM 6 3 1 6 16 4:45 PM 1 2 1 4 8 5:00 PM 3 1 2 4 10 5:15 PM 1 2 1 3 7 5:30 PM 1 2 1 4 8 5:45 PM 2 2 0 3 7 Count Total 20 18 7 34 79 Peak Hour 15 8 4 20 47 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 7 1 3 1 12 4:15 PM 5 1 5 2 13 4:30 PM 5 4 2 2 13 4:45 PM 2 2 5 5 14 5:00 PM 2 3 3 1 9 5:15 PM 1 1 0 0 2 5:30 PM 4 0 1 0 5 5:45 PM 0 1 1 0 2 Count Total 26 13 20 11 70 Peak Hour 14 10 15 10 49 Peak Hour:04:30 PM - 05:30 PM LOGAN AVE N LOGAN AVE NLOT E7 NORTH ACCESSLOT ST NORTH ACCESS (303) 216-2439 www.alltrafficdata.net Location:9 LOGAN AVE N & LOT E7 NORTH ACCESS PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk7001 0 0 9 0 0 869 1,065 1 0 1,064871 9 7 N S EW 0 0 86201,06400LOT ST NORTH ACCESS LOT E7 NORTH ACCESSLOGAN AVE NLOGAN AVE N1,943 0 2012N S EW 0200 0 0 75Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,87900000000234002164596003 4:15 PM 1,94100000000229002304642003 4:30 PM 1,94300000000244002064574003 4:45 PM 1,94000000000267002304991001 5:00 PM 1,90900000000292002225214102 5:15 PM 0 0 0 0 0 0 0 0 261 0 0 204 4660001 5:30 PM 0 0 0 0 0 0 0 0 248 0 0 202 4541102 5:45 PM 0 0 0 0 0 0 0 0 271 0 0 195 4680200 Count Total 0 0 0 0 0 0 0 0 2,046 0 0 1,705 3,788184015 Peak Hour 0 0 0 0 0 0 0 0 1,064 0 0 862 1,9439107 HV%PHF 0.56 0.25 0.91 0.94 0.0% 100.0% 3.6% 3.6% 3.6%0.93 EB WB NB SB All 6001 0 0 0 0 0 31 39 1 0 3825 0 6 N S EW 0 0 2503800Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 0 7 0 7 14 4:15 PM 0 10 0 11 21 4:30 PM 0 12 0 8 20 4:45 PM 0 10 0 8 18 5:00 PM 0 11 1 9 21 5:15 PM 0 5 0 6 11 5:30 PM 0 6 0 4 10 5:45 PM 0 10 0 5 15 Count Total 0 71 1 58 130 Peak Hour 0 38 1 31 70 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 8 0 0 0 8 4:15 PM 5 0 1 0 6 4:30 PM 3 0 0 0 3 4:45 PM 3 0 0 0 3 5:00 PM 3 0 1 0 4 5:15 PM 3 0 1 0 4 5:30 PM 6 0 2 0 8 5:45 PM 6 0 0 0 6 Count Total 37 0 5 0 42 Peak Hour 12 0 2 0 14 Peak Hour:04:15 PM - 05:15 PM LOGAN AVE N LOGAN AVE NLOT E7 SOUTH ACCESSLOT S1 SOUTH ACCESS (303) 216-2439 www.alltrafficdata.net Location:10 LOGAN AVE N & LOT E7 SOUTH ACCESS PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk3021 0 1 51 0 3 899 1,069 2 2 1,071946 54 9 N S EW 0 0 89461,06500LOT S1 SOUTH ACCESS LOT E7 SOUTH ACCESSLOGAN AVE NLOGAN AVE N2,026 0 0014N S EW 0000 0 0 86Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 1,964030010122380222048012100 4:15 PM 2,026000000022350022948216000 4:30 PM 2,019000010022490020747918002 4:45 PM 1,995020000012740023352312001 5:00 PM 1,94601000001307022255425100 5:15 PM 0 5 0 0 0 0 0 3 260 0 0 198 4759000 5:30 PM 0 2 0 0 0 0 0 2 244 0 0 204 4552010 5:45 PM 0 1 0 0 0 0 0 1 276 0 0 191 4745000 Count Total 0 14 0 0 2 0 1 14 2,083 0 4 1,707 3,91079213 Peak Hour 0 3 0 0 1 0 0 6 1,065 0 2 894 2,02651103 HV%PHF 0.75 0.50 0.87 0.96 0.0% 0.0% 4.3% 3.0% 3.6%0.93 EB WB NB SB All 0010 0 0 0 0 0 27 46 0 1 4626 0 0 N S EW 0 0 2604600Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 0 6 0 4 10 4:15 PM 0 11 0 8 19 4:30 PM 0 13 0 5 18 4:45 PM 0 10 0 6 16 5:00 PM 0 12 0 8 20 5:15 PM 0 7 0 6 13 5:30 PM 0 7 0 3 10 5:45 PM 0 11 0 5 16 Count Total 0 77 0 45 122 Peak Hour 0 46 0 27 73 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 6 0 0 0 6 4:15 PM 4 0 0 0 4 4:30 PM 3 0 0 0 3 4:45 PM 4 0 0 0 4 5:00 PM 3 0 0 0 3 5:15 PM 2 0 0 0 2 5:30 PM 3 0 1 0 4 5:45 PM 3 0 0 0 3 Count Total 28 0 1 0 29 Peak Hour 14 0 0 0 14 Peak Hour:04:00 PM - 05:00 PM GARDEN AVE N GARDEN AVE N6TH ST6TH ST (303) 216-2439 www.alltrafficdata.net Location:11 GARDEN AVE N & 6TH ST PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk26011 6 0 18 2 91 122 174 7 3 94113 111 44 N S EW 0 0 951282006TH ST 6TH STGARDEN AVE NGARDEN AVE N334 0 4014N S EW 3100 0 0 212Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 334024100406270122942106 4:15 PM 307019000100190020642003 4:30 PM 292020100103170030867007 4:45 PM 2470280000031900239070010 5:00 PM 197019100102160013676108 5:15 PM 0 13 0 0 0 0 0 0 17 0 2 13 491003 5:30 PM 0 8 0 0 0 0 0 1 14 0 0 12 412004 5:45 PM 0 14 0 0 0 0 0 1 6 0 0 12 403004 Count Total 0 145 3 0 0 7 0 16 135 0 3 145 531302045 Peak Hour 0 91 2 0 0 6 0 12 82 0 1 95 334181026 HV%PHF 0.79 0.35 0.71 0.82 9.9% 14.3% 0.0% 10.7% 7.5%0.89 EB WB NB SB All 2010 1 0 4 1 6 13 6 1 2 014 11 3 N S EW 0 0 100000Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 2 0 0 3 5 4:15 PM 3 0 1 2 6 4:30 PM 4 0 0 5 9 4:45 PM 2 0 0 3 5 5:00 PM 3 1 2 4 10 5:15 PM 0 1 0 2 3 5:30 PM 0 0 0 0 0 5:45 PM 1 0 0 0 1 Count Total 15 2 3 19 39 Peak Hour 11 0 1 13 25 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 6 0 1 0 7 4:15 PM 4 0 2 0 6 4:30 PM 2 0 0 0 2 4:45 PM 2 0 1 0 3 5:00 PM 5 0 0 0 5 5:15 PM 3 0 0 0 3 5:30 PM 1 0 0 0 1 5:45 PM 0 0 1 0 1 Count Total 23 0 5 0 28 Peak Hour 14 0 4 0 18 Peak Hour:04:00 PM - 05:00 PM PARK AVE N PARK AVE N5TH ST5TH ST (303) 216-2439 www.alltrafficdata.net Location:12 PARK AVE N & 5TH ST PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk17032 3 38 13 5 15 517 262 43 19 259548 33 23 N S EW 0 0 49732451105TH ST 5TH STPARK AVE NPARK AVE N852 0 517N S EW 3201 0 0 52Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 85202001120154001322144044 4:15 PM 84603201100059001332182107 4:30 PM 81508201100059011232194155 4:45 PM 8050210510273021092013021 5:00 PM 77904201500055001152085372 5:15 PM 0 2 0 0 7 0 0 0 70 0 1 98 1873132 5:30 PM 0 2 2 0 4 0 0 1 75 0 1 112 2095115 5:45 PM 0 4 0 0 0 1 0 0 65 0 0 95 1756013 Count Total 0 27 9 0 64 4 0 4 510 0 5 917 1,6313272329 Peak Hour 0 15 5 0 38 3 0 3 245 0 3 497 8521321117 HV%PHF 0.59 0.83 0.84 0.92 15.2% 0.0% 6.6% 3.5% 4.7%0.97 EB WB NB SB All 1010 0 0 0 5 0 18 9 0 14 1716 5 1 N S EW 0 0 160980Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 0 6 0 3 9 4:15 PM 2 2 0 5 9 4:30 PM 2 6 0 5 13 4:45 PM 1 3 0 5 9 5:00 PM 2 6 0 4 12 5:15 PM 0 4 0 3 7 5:30 PM 1 2 0 4 7 5:45 PM 0 2 0 4 6 Count Total 8 31 0 33 72 Peak Hour 5 17 0 18 40 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 0 1 2 0 3 4:15 PM 2 0 1 0 3 4:30 PM 3 0 1 0 4 4:45 PM 2 0 1 0 3 5:00 PM 1 0 2 0 3 5:15 PM 1 0 0 0 1 5:30 PM 0 0 2 0 2 5:45 PM 2 0 0 0 2 Count Total 11 1 9 0 21 Peak Hour 7 1 5 0 13 Peak Hour:04:00 PM - 05:00 PM GARDEN AVE N GARDEN AVE N 5TH ST (303) 216-2439 www.alltrafficdata.net Location:13 GARDEN AVE N & 5TH ST PM Thursday, April 25, 2019Date and Start Time: All Vehicles Pedestrians/Bicycles in Crosswalk Traffic Counts - All Vehicles Heavy Vehicles Peak Hour Traffic Counts - Heavy Vehicles and Pedestrians/Bicycles in Crosswalk110017 0 8 169 31 24175 25 12 N S EW 0 158123005TH ST GARDEN AVE NGARDEN AVE N218 0 12N S EW 01 0 0 11Interval Start Time RightLeftThru Total Eastbound Westbound Northbound Southbound U-Turn Rolling HourRightLeftThruU-Turn RightLeftThruU-Turn RightLeftThruU-Turn 4:00 PM 218020007003955304 4:15 PM 203010005003848202 4:30 PM 191010016004159604 4:45 PM 159040005004056601 5:00 PM 126000017002040804 5:15 PM 0 0 0 0 0 7 0 0 24 36302 5:30 PM 0 2 0 0 1 5 0 0 15 27202 5:45 PM 0 0 0 0 0 4 0 0 18 23100 Count Total 0 10 0 0 3 46 0 0 235 34431019 Peak Hour 0 8 0 0 1 23 0 0 158 21817011 HV%PHF 0.63 0.86 0.94 56.0% 0.0% 7.7% 12.4%0.92 EB WB NB SB All 00014 0 0 13 0 027 14 0 N S EW 0 130000Heavy VehiclesInterval Start Time EB NB TotalWBSB 4:00 PM 3 0 1 4 4:15 PM 2 0 4 6 4:30 PM 5 0 7 12 4:45 PM 4 0 1 5 5:00 PM 7 1 5 13 5:15 PM 2 1 0 3 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 23 2 18 43 Peak Hour 14 0 13 27 Pedestrians/Bicycles on CrosswalkInterval Start Time EB NB TotalWBSB 4:00 PM 1 1 0 2 4:15 PM 1 0 0 1 4:30 PM 0 0 0 0 4:45 PM 0 0 0 0 5:00 PM 2 0 0 2 5:15 PM 0 0 0 0 5:30 PM 0 0 0 0 5:45 PM 0 0 0 0 Count Total 4 1 0 5 Peak Hour 2 1 0 3 Appendix B: LOS Definitions Highway Capacity Manual 2010/6th Edition Signalized intersection level of service (LOS) is defined in terms of a weighted average control delay for the entire intersection. Control delay quantifies the increase in travel time that a vehicle experiences due to the traffic signal control as well as provides a surrogate measure for driver discomfort and fuel consumption. Signalized intersection LOS is stated in terms of average control delay per vehicle (in seconds) during a specified time period (e.g., weekday PM peak hour). Control delay is a complex measure based on many variables, including signal phasing and coordination (i.e., progression of movements through the intersection and along the corridor), signal cycle length, and traffic volumes with respect to intersection capacity and resulting queues. Table 1 summarizes the LOS criteria for signalized intersections, as described in the Highway Capacity Manual 2010 and 6th Edition (Transportation Research Board, 2010 and 2016, respectively). Table 1. Level of Service Criteria for Signalized Intersections Level of Service Average Control Delay (seconds/vehicle) General Description A £10 Free Flow B >10 – 20 Stable Flow (slight delays) C >20 – 35 Stable flow (acceptable delays) D >35 – 55 Approaching unstable flow (tolerable delay, occasionally wait through more than one signal cycle before proceeding) E >55 – 80 Unstable flow (intolerable delay) F1 >80 Forced flow (congested and queues fail to clear) Source: Highway Capacity Manual 2010 and 6th Edition, Transportation Research Board, 2010 and 2016, respectively. 1. If the volume-to-capacity (v/c) ratio for a lane group exceeds 1.0 LOS F is assigned to the individual lane group. LOS for overall approach or intersection is determined solely by the control delay. Unsignalized intersection LOS criteria can be further reduced into two intersection types: all-way stop and two-way stop control. All-way stop control intersection LOS is expressed in terms of the weighted average control delay of the overall intersection or by approach. Two-way stop-controlled intersection LOS is defined in terms of the average control delay for each minor-street movement (or shared movement) as well as major-street left-turns. This approach is because major-street through vehicles are assumed to experience zero delay, a weighted average of all movements results in very low overall average delay, and this calculated low delay could mask deficiencies of minor movements. Table 2 shows LOS criteria for unsignalized intersections. Table 2. Level of Service Criteria for Unsignalized Intersections Level of Service Average Control Delay (seconds/vehicle) A 0 – 10 B >10 – 15 C >15 – 25 D >25 – 35 E >35 – 50 F1 >50 Source: Highway Capacity Manual 2010 and 6th Edition, Transportation Research Board, 2010 and 2016, respectively. 1. If the volume-to-capacity (v/c) ratio exceeds 1.0, LOS F is assigned an individual lane group for all unsignalized intersections, or minor street approach at two-way stop-controlled intersections. Overall intersection LOS is determined solely by control delay. Appendix C: LOS Worksheets HCM 6th Signalized Intersection Summary Boeing Renton Apron E 1: Logan Ave N & N 8th Ave Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 16 15 43 18 18 19 633 79 3 549 26 Future Volume (veh/h) 5 16 15 43 18 18 19 633 79 3 549 26 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.88 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1411 1411 1411 1707 1707 1707 1796 1796 1796 1826 1826 1826 Adj Flow Rate, veh/h 5 16 0 44 18 18 19 646 81 3 560 27 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 33 33 33 13 13 13 7 7 7 5 5 5 Cap, veh/h 9 197 55 165 126 34 1052 132 7 1136 55 Arrive On Green 0.01 0.07 0.00 0.03 0.10 0.10 0.02 0.67 0.67 0.00 0.66 0.66 Sat Flow, veh/h 1344 2681 1196 1626 1639 1255 1711 1561 196 1739 1726 83 Grp Volume(v), veh/h 5 16 0 44 18 18 19 0 727 3 0 587 Grp Sat Flow(s),veh/h/ln 1344 1340 1196 1626 1622 1272 1711 0 1756 1739 0 1809 Q Serve(g_s), s 0.4 0.6 0.0 3.0 1.1 1.4 1.2 0.0 25.3 0.2 0.0 18.1 Cycle Q Clear(g_c), s 0.4 0.6 0.0 3.0 1.1 1.4 1.2 0.0 25.3 0.2 0.0 18.1 Prop In Lane 1.00 1.00 1.00 0.99 1.00 0.11 1.00 0.05 Lane Grp Cap(c), veh/h 9 197 55 163 128 34 0 1184 7 0 1191 V/C Ratio(X) 0.58 0.08 0.80 0.11 0.14 0.55 0.00 0.61 0.43 0.00 0.49 Avail Cap(c_a), veh/h 197 539 238 326 255 250 0 1184 255 0 1191 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 54.5 47.5 0.0 52.8 45.0 45.1 53.4 0.0 10.0 54.7 0.0 9.5 Incr Delay (d2), s/veh 48.9 0.2 0.0 23.0 0.3 0.5 13.3 0.0 2.4 37.5 0.0 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.2 0.0 1.6 0.5 0.5 0.6 0.0 9.6 0.2 0.0 7.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 103.4 47.7 0.0 75.8 45.3 45.6 66.7 0.0 12.3 92.1 0.0 11.0 LnGrp LOS F D E D D E A B F A B Approach Vol, veh/h 21 A 80 746 590 Approach Delay, s/veh 60.9 62.1 13.7 11.4 Approach LOS E E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.6 14.0 8.1 78.3 6.6 17.0 6.3 80.1 Change Period (Y+Rc), s * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 Max Green Setting (Gmax), s * 16 * 22 * 16 * 32 * 16 * 22 * 16 * 32 Max Q Clear Time (g_c+I1), s 5.0 2.6 3.2 20.1 2.4 3.4 2.2 27.3 Green Ext Time (p_c), s 0.0 0.0 0.0 3.1 0.0 0.1 0.0 2.1 Intersection Summary HCM 6th Ctrl Delay 16.1 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 2: Park Ave N & N 8th Ave Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 71 15 49 64 14 12 377 143 30 155 7 Future Volume (veh/h) 10 71 15 49 64 14 12 377 143 30 155 7 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.94 0.96 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1633 1633 1633 1767 1767 1767 1826 1826 1826 1796 1796 1796 Adj Flow Rate, veh/h 11 75 16 52 67 15 13 397 151 32 163 7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 18 18 18 9 9 9 5 5 5 7 7 7 Cap, veh/h 176 194 40 192 277 60 26 1608 603 50 2232 95 Arrive On Green 0.01 0.08 0.08 0.04 0.10 0.10 0.02 0.66 0.66 0.03 0.67 0.67 Sat Flow, veh/h 1555 2534 519 1682 2723 585 1739 2453 920 1711 3331 142 Grp Volume(v), veh/h 11 45 46 52 40 42 13 279 269 32 83 87 Grp Sat Flow(s),veh/h/ln1555 1552 1502 1682 1678 1629 1739 1735 1638 1711 1706 1767 Q Serve(g_s), s 0.6 2.7 2.9 2.8 2.2 2.4 0.7 6.6 6.8 1.9 1.7 1.7 Cycle Q Clear(g_c), s 0.6 2.7 2.9 2.8 2.2 2.4 0.7 6.6 6.8 1.9 1.7 1.7 Prop In Lane 1.00 0.35 1.00 0.36 1.00 0.56 1.00 0.08 Lane Grp Cap(c), veh/h 176 119 115 192 171 166 26 1137 1074 50 1143 1184 V/C Ratio(X) 0.06 0.38 0.40 0.27 0.24 0.25 0.49 0.25 0.25 0.64 0.07 0.07 Avail Cap(c_a), veh/h 311 310 300 296 336 326 174 1137 1074 257 1143 1184 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.99 0.99 0.99 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.7 43.9 44.0 40.5 41.3 41.4 48.9 7.1 7.1 48.0 5.7 5.7 Incr Delay (d2), s/veh 0.1 0.7 0.8 0.3 0.3 0.3 5.1 0.5 0.5 4.9 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 1.1 1.1 1.2 0.9 1.0 0.4 2.4 2.3 0.9 0.6 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.8 44.6 44.8 40.7 41.6 41.7 54.0 7.6 7.6 52.8 5.8 5.8 LnGrp LOS D D D D D D D A A D A A Approach Vol, veh/h 102 134 561 202 Approach Delay, s/veh 44.4 41.3 8.7 13.3 Approach LOS D D A B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s8.8 12.7 6.5 72.0 6.3 15.2 7.9 70.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s10.0 20.0 10.0 40.0 10.0 20.0 15.0 35.0 Max Q Clear Time (g_c+I1), s4.8 4.9 2.7 3.7 2.6 4.4 3.9 8.8 Green Ext Time (p_c), s 0.0 0.2 0.0 1.0 0.0 0.2 0.0 3.6 Intersection Summary HCM 6th Ctrl Delay 17.6 HCM 6th LOS B HCM 6th Signalized Intersection Summary Boeing Renton Apron E 3: Garden Ave N & N 8th St Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 232 19 152 126 6 103 Future Volume (veh/h) 232 19 152 126 6 103 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1811 1811 1856 1856 1722 1722 Adj Flow Rate, veh/h 247 20 162 134 6 110 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 6 6 3 3 12 12 Cap, veh/h 1064 86 665 573 200 178 Arrive On Green 0.33 0.33 0.33 0.33 0.12 0.12 Sat Flow, veh/h 3315 259 867 1822 1640 1459 Grp Volume(v), veh/h 131 136 177 119 6 110 Grp Sat Flow(s),veh/h/ln1721 1763 1001 1604 1640 1459 Q Serve(g_s), s 1.0 1.0 2.1 1.0 0.1 1.3 Cycle Q Clear(g_c), s 1.0 1.0 3.1 1.0 0.1 1.3 Prop In Lane 0.15 0.92 1.00 1.00 Lane Grp Cap(c), veh/h 568 582 709 529 200 178 V/C Ratio(X) 0.23 0.23 0.25 0.23 0.03 0.62 Avail Cap(c_a), veh/h 2452 2513 1956 2286 1708 1520 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 4.4 4.4 5.4 4.4 7.1 7.6 Incr Delay (d2), s/veh 0.4 0.4 0.3 0.3 0.1 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.1 0.1 0.2 0.1 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.9 4.9 5.6 4.7 7.1 12.5 LnGrp LOS A A A A A B Approach Vol, veh/h 267 296 116 Approach Delay, s/veh 4.9 5.3 12.2 Approach LOS A A B Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 11.0 7.2 11.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 26.0 19.0 26.0 Max Q Clear Time (g_c+I1), s 5.1 3.3 3.0 Green Ext Time (p_c), s 2.5 0.4 2.8 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 4: N 6th St & Boeing Rd Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 20 1 11 27 67 3 14 4 22 8 1 Future Vol, veh/h 6 20 1 11 27 67 3 14 4 22 8 1 Conflicting Peds, #/hr 24 0 57 33 0 0 57 0 33 0 0 24 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 0 - - 100 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, % 21 21 21 3 3 3 26 26 26 17 17 17 Mvmt Flow 8 26 1 14 35 87 4 18 5 29 10 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 146 0 0 84 0 0 269 274 117 218 231 160 Stage 1 - - - - - - 100 100 - 131 131 - Stage 2 - - - - - - 169 174 - 87 100 - Critical Hdwy 4.31 - - 4.13 - - 7.36 6.76 6.46 7.27 6.67 6.37 Critical Hdwy Stg 1 - - - - - - 6.36 5.76 - 6.27 5.67 - Critical Hdwy Stg 2 - - - - - - 6.36 5.76 - 6.27 5.67 - Follow-up Hdwy 2.389 - - 2.227 - - 3.734 4.234 3.534 3.653 4.153 3.453 Pot Cap-1 Maneuver 1328 - - 1506 - - 637 595 874 707 644 847 Stage 1 - - - - - - 851 768 - 838 760 - Stage 2 - - - - - - 780 712 - 885 784 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1298 - - 1424 - - 554 541 801 640 586 783 Mov Cap-2 Maneuver - - - - - - 554 541 - 640 586 - Stage 1 - - - - - - 800 722 - 814 735 - Stage 2 - - - - - - 719 689 - 825 737 - Approach EB WB NB SB HCM Control Delay, s 1.7 0.8 11.4 11 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 554 583 1298 - - 1424 - - 640 603 HCM Lane V/C Ratio 0.007 0.04 0.006 - - 0.01 - - 0.045 0.019 HCM Control Delay (s) 11.5 11.4 7.8 - - 7.6 - - 10.9 11.1 HCM Lane LOS B B A - - A - - B B HCM 95th %tile Q(veh) 0 0.1 0 - - 0 - - 0.1 0.1 HCM 6th Signalized Intersection Summary Boeing Renton Apron E 5: Logan Ave N & N 6th St Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 12 31 21 25 11 63 720 263 9 566 16 Future Volume (veh/h) 0 12 31 21 25 11 63 720 263 9 566 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1589 1589 1589 1781 1781 1781 1811 1811 1811 1841 1841 1841 Adj Flow Rate, veh/h 0 13 0 23 27 12 68 774 283 10 609 17 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 21 21 21 8 8 8 6 6 6 4 4 4 Cap, veh/h 1 296 39 453 376 87 1081 911 21 1940 54 Arrive On Green 0.00 0.19 0.00 0.02 0.25 0.25 0.05 0.60 0.60 0.01 0.56 0.56 Sat Flow, veh/h 1513 1589 1346 1697 1781 1477 1725 1811 1526 1753 3474 97 Grp Volume(v), veh/h 0 13 0 23 27 12 68 774 283 10 306 320 Grp Sat Flow(s),veh/h/ln 1513 1589 1346 1697 1781 1477 1725 1811 1526 1753 1749 1823 Q Serve(g_s), s 0.0 0.7 0.0 1.5 1.3 0.7 4.3 33.1 10.1 0.6 10.3 10.3 Cycle Q Clear(g_c), s 0.0 0.7 0.0 1.5 1.3 0.7 4.3 33.1 10.1 0.6 10.3 10.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 1 296 39 453 376 87 1081 911 21 976 1018 V/C Ratio(X) 0.00 0.04 0.59 0.06 0.03 0.78 0.72 0.31 0.48 0.31 0.31 Avail Cap(c_a), veh/h 206 376 262 453 376 282 1081 911 239 976 1018 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.90 0.90 0.90 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 36.7 0.0 53.2 31.0 30.8 51.6 15.6 11.0 54.0 13.0 13.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 12.2 0.2 0.1 13.6 4.1 0.9 15.8 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.0 0.8 0.6 0.3 2.2 14.0 3.5 0.4 4.2 4.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 36.8 0.0 65.4 31.3 31.0 65.2 19.7 11.8 69.8 13.8 13.8 LnGrp LOS A D E C C E B B E B B Approach Vol, veh/h 13 A 62 1125 636 Approach Delay, s/veh 36.8 43.9 20.4 14.7 Approach LOS D D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.5 25.5 10.6 66.4 0.0 33.0 6.3 70.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 26.0 18.0 29.0 15.0 28.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 3.5 2.7 6.3 12.3 0.0 3.3 2.6 35.1 Green Ext Time (p_c), s 0.0 0.0 0.1 3.5 0.0 0.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 19.4 HCM 6th LOS B Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 6: Park Ave N & N 6th St Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 88 86 24 8 25 6 86 455 14 16 126 55 Future Volume (veh/h) 88 86 24 8 25 6 86 455 14 16 126 55 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.94 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 1693 1693 1693 1870 1870 1870 1767 1767 1767 Adj Flow Rate, veh/h 93 91 25 8 26 6 91 479 15 17 133 58 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 5 5 5 14 14 14 2 2 2 9 9 9 Cap, veh/h 118 344 90 16 92 21 117 2083 65 33 1259 522 Arrive On Green 0.07 0.13 0.13 0.01 0.07 0.07 0.07 0.59 0.59 0.02 0.55 0.55 Sat Flow, veh/h 1739 2694 708 1612 1311 303 1781 3516 110 1682 2304 955 Grp Volume(v), veh/h 93 57 59 8 0 32 91 242 252 17 95 96 Grp Sat Flow(s),veh/h/ln1739 1735 1668 1612 0 1613 1781 1777 1849 1682 1678 1580 Q Serve(g_s), s 4.2 2.4 2.6 0.4 0.0 1.5 4.0 5.1 5.1 0.8 2.2 2.3 Cycle Q Clear(g_c), s 4.2 2.4 2.6 0.4 0.0 1.5 4.0 5.1 5.1 0.8 2.2 2.3 Prop In Lane 1.00 0.42 1.00 0.19 1.00 0.06 1.00 0.60 Lane Grp Cap(c), veh/h 118 221 213 16 0 113 117 1053 1096 33 917 864 V/C Ratio(X) 0.79 0.26 0.28 0.49 0.00 0.28 0.78 0.23 0.23 0.51 0.10 0.11 Avail Cap(c_a), veh/h 152 477 459 141 0 444 223 1053 1096 168 917 864 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.7 31.5 31.6 39.4 0.0 35.3 36.8 7.7 7.7 38.8 8.7 8.8 Incr Delay (d2), s/veh 17.6 0.2 0.2 8.1 0.0 0.5 4.2 0.5 0.5 4.5 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.3 1.0 1.0 0.2 0.0 0.6 1.8 1.9 2.0 0.4 0.8 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.3 31.7 31.8 47.5 0.0 35.8 41.0 8.2 8.2 43.3 8.9 9.0 LnGrp LOS D C C D A D D A A D A A Approach Vol, veh/h 209 40 585 208 Approach Delay, s/veh 41.8 38.1 13.3 11.8 Approach LOS D D B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s10.4 10.6 10.2 48.7 5.8 15.2 6.6 52.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s7.0 22.0 10.0 21.0 7.0 22.0 8.0 23.0 Max Q Clear Time (g_c+I1), s6.2 3.5 6.0 4.3 2.4 4.6 2.8 7.1 Green Ext Time (p_c), s 0.0 0.0 0.0 0.6 0.0 0.3 0.0 1.7 Intersection Summary HCM 6th Ctrl Delay 19.7 HCM 6th LOS B HCM 6th Signalized Intersection Summary Boeing Renton Apron E 7: Garden Ave N & N 6th St Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 72 5 42 0 4 5 18 95 4 0 56 9 Future Volume (veh/h) 72 5 42 0 4 5 18 95 4 0 56 9 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1767 1767 1767 0 1070 1070 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 76 5 44 0 4 5 19 100 4 0 59 9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 0 56 56 3 3 3 2 2 2 Cap, veh/h 498 25 309 0 217 193 43 799 32 242 408 62 Arrive On Green 0.21 0.21 0.21 0.00 0.21 0.21 0.02 0.45 0.45 0.00 0.26 0.26 Sat Flow, veh/h 1237 118 1449 0 1070 905 1767 1771 71 1290 1575 240 Grp Volume(v), veh/h 81 0 44 0 4 5 19 0 104 0 0 68 Grp Sat Flow(s),veh/h/ln1355 0 1449 0 1017 905 1767 0 1841 1290 0 1815 Q Serve(g_s), s 1.3 0.0 0.7 0.0 0.1 0.1 0.3 0.0 1.0 0.0 0.0 0.9 Cycle Q Clear(g_c), s 1.5 0.0 0.7 0.0 0.1 0.1 0.3 0.0 1.0 0.0 0.0 0.9 Prop In Lane 0.94 1.00 0.00 1.00 1.00 0.04 1.00 0.13 Lane Grp Cap(c), veh/h 523 0 309 0 217 193 43 0 831 242 0 470 V/C Ratio(X) 0.15 0.00 0.14 0.00 0.02 0.03 0.44 0.00 0.13 0.00 0.00 0.14 Avail Cap(c_a), veh/h 1095 0 924 0 648 577 297 0 1916 817 0 1280 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 9.8 0.0 9.5 0.0 9.3 9.3 14.3 0.0 4.8 0.0 0.0 8.5 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.0 0.0 0.1 6.9 0.0 0.1 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 0.0 0.2 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.9 0.0 9.7 0.0 9.3 9.3 21.2 0.0 4.9 0.0 0.0 8.8 LnGrp LOS A A A A A A C A A A A A Approach Vol, veh/h 125 9 123 68 Approach Delay, s/veh 9.8 9.3 7.4 8.8 Approach LOS A A A A Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 11.3 5.7 12.7 11.3 18.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 5.0 21.0 19.0 31.0 Max Q Clear Time (g_c+I1), s 2.1 2.3 2.9 3.5 3.0 Green Ext Time (p_c), s 0.0 0.0 0.4 0.4 1.0 Intersection Summary HCM 6th Ctrl Delay 8.7 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 8: S1 (North)/E7 (North) & Logan Ave N Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 0 0 2 0 1039 10 0 607 15 Future Vol, veh/h 0 0 3 0 0 2 0 1039 10 0 607 15 Conflicting Peds, #/hr 10 0 10 6 0 6 10 0 6 6 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 7 7 7 7 7 7 Mvmt Flow 0 0 3 0 0 2 0 1094 11 0 639 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 348 - - 565 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 6.9 - - 7.1 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.3 - - 3.9 - - - - - - Pot Cap-1 Maneuver 0 0 654 0 0 405 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 642 - - 400 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.6 14 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 642 400 - - HCM Lane V/C Ratio - - 0.005 0.005 - - HCM Control Delay (s) - - 10.6 14 - - HCM Lane LOS - - B B - - HCM 95th %tile Q(veh) - - 0 0 - - HCM 6th TWSC Boeing Renton Apron E 9: Logan Ave N & S1 (South)/E7 (South)Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 0 0 0 55 1046 3 2 604 5 Future Vol, veh/h 0 0 1 0 0 0 55 1046 3 2 604 5 Conflicting Peds, #/hr 7 0 7 2 0 2 7 0 2 2 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 25 - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 0 0 0 0 0 6 6 6 5 5 5 Mvmt Flow 0 0 1 0 0 0 59 1113 3 2 643 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1339 1893 338 1568 1894 567 655 0 0 1118 0 0 Stage 1 657 657 - 1235 1235 - - - - - - - Stage 2 682 1236 - 333 659 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.22 - - 4.2 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.26 - - 2.25 - - Pot Cap-1 Maneuver 113 71 664 76 71 472 902 - - 603 - - Stage 1 425 465 - 190 251 - - - - - - - Stage 2 411 250 - 660 464 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 106 66 655 71 66 468 896 - - 602 - - Mov Cap-2 Maneuver 106 66 - 71 66 - - - - - - - Stage 1 394 460 - 177 234 - - - - - - - Stage 2 381 233 - 652 459 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.5 0 0.5 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 896 - - 655 - 602 - - HCM Lane V/C Ratio 0.065 - - 0.002 - 0.004 - - HCM Control Delay (s) 9.3 - - 10.5 0 11 - - HCM Lane LOS A - - B A B - - HCM 95th %tile Q(veh) 0.2 - - 0 - 0 - - HCM 6th TWSC Boeing Renton Apron E 10: Park Ave N & N 5th St Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 6 10 3 0 4 6 602 29 3 143 2 Future Vol, veh/h 19 6 10 3 0 4 6 602 29 3 143 2 Conflicting Peds, #/hr 1 0 4 5 0 2 4 0 5 2 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 180 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 0 0 0 0 0 3 3 3 8 8 8 Mvmt Flow 20 6 10 3 0 4 6 627 30 3 149 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 488 834 85 748 820 336 155 0 0 662 0 0 Stage 1 160 160 - 659 659 - - - - - - - Stage 2 328 674 - 89 161 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.16 - - 4.26 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.23 - - 2.28 - - Pot Cap-1 Maneuver 467 306 963 305 312 666 1415 - - 883 - - Stage 1 832 769 - 424 464 - - - - - - - Stage 2 664 457 - 914 769 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 458 300 955 292 306 662 1410 - - 879 - - Mov Cap-2 Maneuver 458 300 - 292 306 - - - - - - - Stage 1 823 763 - 419 458 - - - - - - - Stage 2 654 452 - 889 763 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13 13.5 0.1 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1410 - - 486 292 662 879 - - HCM Lane V/C Ratio 0.004 - - 0.075 0.011 0.006 0.004 - - HCM Control Delay (s) 7.6 0 - 13 17.5 10.5 9.1 0 - HCM Lane LOS A A - B C B A A - HCM 95th %tile Q(veh) 0 - - 0.2 0 0 0 - - HCM 6th TWSC Boeing Renton Apron E 11: N 5th St & Garden Ave N Existing Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 0 2 134 14 5 Future Vol, veh/h 8 0 2 134 14 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 180 0 50 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 18 18 5 5 12 12 Mvmt Flow 9 0 2 154 16 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 177 19 22 0 - 0 Stage 1 19 - - - - - Stage 2 158 - - - - - Critical Hdwy 6.58 6.38 4.15 - - - Critical Hdwy Stg 1 5.58 - - - - - Critical Hdwy Stg 2 5.58 - - - - - Follow-up Hdwy 3.662 3.462 2.245 - - - Pot Cap-1 Maneuver 777 1015 1574 - - - Stage 1 964 - - - - - Stage 2 833 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 776 1015 1574 - - - Mov Cap-2 Maneuver 748 - - - - - Stage 1 963 - - - - - Stage 2 833 - - - - - Approach EB NB SB HCM Control Delay, s 9.9 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1574 - 748 - - - HCM Lane V/C Ratio 0.001 - 0.012 - - - HCM Control Delay (s) 7.3 - 9.9 0 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0 - 0 - - - HCM 6th Signalized Intersection Summary Boeing Renton Apron E 1: Logan Ave N & N 8th Ave Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 34 16 73 4 53 6 740 89 16 612 8 Future Volume (veh/h) 31 34 16 73 4 53 6 740 89 16 612 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.91 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1737 1737 1737 1885 1885 1885 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 34 37 0 80 4 58 7 813 98 18 673 9 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 11 11 11 1 1 1 3 3 3 4 4 4 Cap, veh/h 49 231 103 176 142 15 1036 125 34 1176 16 Arrive On Green 0.03 0.07 0.00 0.06 0.10 0.10 0.01 0.64 0.64 0.02 0.65 0.65 Sat Flow, veh/h 1654 3300 1472 1795 1791 1451 1767 1621 195 1753 1812 24 Grp Volume(v), veh/h 34 37 0 80 4 58 7 0 911 18 0 682 Grp Sat Flow(s),veh/h/ln 1654 1650 1472 1795 1791 1451 1767 0 1817 1753 0 1836 Q Serve(g_s), s 2.2 1.2 0.0 4.8 0.2 4.1 0.4 0.0 40.0 1.1 0.0 22.8 Cycle Q Clear(g_c), s 2.2 1.2 0.0 4.8 0.2 4.1 0.4 0.0 40.0 1.1 0.0 22.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 0.01 Lane Grp Cap(c), veh/h 49 231 103 176 142 15 0 1160 34 0 1192 V/C Ratio(X) 0.70 0.16 0.77 0.02 0.41 0.45 0.00 0.79 0.53 0.00 0.57 Avail Cap(c_a), veh/h 242 663 263 360 292 259 0 1160 257 0 1192 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.90 0.90 0.90 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 48.1 0.0 51.1 44.8 46.6 54.3 0.0 14.4 53.5 0.0 10.8 Incr Delay (d2), s/veh 16.6 0.3 0.0 10.5 0.0 1.7 19.3 0.0 5.4 12.5 0.0 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.5 0.0 2.5 0.1 1.6 0.3 0.0 16.6 0.6 0.0 9.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 69.5 48.4 0.0 61.6 44.9 48.3 73.5 0.0 19.8 65.9 0.0 12.8 LnGrp LOS E D E D D E A B E A B Approach Vol, veh/h 71 A 142 918 700 Approach Delay, s/veh 58.5 55.7 20.2 14.1 Approach LOS E E C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.2 13.6 6.9 77.3 9.1 16.7 8.0 76.2 Change Period (Y+Rc), s * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 Max Green Setting (Gmax), s * 16 * 22 * 16 * 32 * 16 * 22 * 16 * 32 Max Q Clear Time (g_c+I1), s 6.8 3.2 2.4 24.8 4.2 6.1 3.1 42.0 Green Ext Time (p_c), s 0.1 0.1 0.0 2.7 0.0 0.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 22.1 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 2: Park Ave N & N 8th Ave Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 56 71 17 80 77 59 21 386 65 88 261 37 Future Volume (veh/h) 56 71 17 80 77 59 21 386 65 88 261 37 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.94 0.91 0.94 0.92 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1648 1648 1648 1885 1885 1885 1841 1841 1841 1841 1841 1841 Adj Flow Rate, veh/h 62 78 19 88 85 65 23 424 71 97 287 41 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 17 17 17 1 1 1 4 4 4 4 4 4 Cap, veh/h 212 248 57 261 224 150 41 1706 283 123 1893 267 Arrive On Green 0.05 0.10 0.10 0.06 0.11 0.11 0.01 0.19 0.19 0.07 0.62 0.62 Sat Flow, veh/h 1570 2475 572 1795 1983 1325 1753 2986 496 1753 3064 432 Grp Volume(v), veh/h 62 48 49 88 76 74 23 247 248 97 162 166 Grp Sat Flow(s),veh/h/ln1570 1566 1481 1795 1791 1516 1753 1749 1733 1753 1749 1748 Q Serve(g_s), s 3.5 2.8 3.1 4.3 3.9 4.6 1.3 12.0 12.2 5.4 3.9 4.0 Cycle Q Clear(g_c), s 3.5 2.8 3.1 4.3 3.9 4.6 1.3 12.0 12.2 5.4 3.9 4.0 Prop In Lane 1.00 0.39 1.00 0.87 1.00 0.29 1.00 0.25 Lane Grp Cap(c), veh/h 212 157 149 261 202 171 41 999 990 123 1081 1080 V/C Ratio(X) 0.29 0.30 0.33 0.34 0.37 0.43 0.56 0.25 0.25 0.79 0.15 0.15 Avail Cap(c_a), veh/h 298 313 296 337 358 303 175 999 990 263 1081 1080 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.99 0.99 0.99 0.95 0.95 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 41.7 41.9 37.3 41.1 41.4 49.1 22.3 22.3 45.8 8.0 8.1 Incr Delay (d2), s/veh 0.3 0.4 0.5 0.3 0.4 0.6 4.1 0.6 0.6 4.3 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 1.1 1.1 1.9 1.7 1.7 0.6 5.8 5.8 2.5 1.5 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.3 42.1 42.3 37.6 41.5 42.0 53.2 22.8 22.9 50.0 8.3 8.4 LnGrp LOS D D D D D D D C C D A A Approach Vol, veh/h 159 238 518 425 Approach Delay, s/veh 40.7 40.2 24.2 17.9 Approach LOS D D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s10.8 15.0 7.4 66.8 9.5 16.3 12.0 62.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s10.0 20.0 10.0 40.0 10.0 20.0 15.0 35.0 Max Q Clear Time (g_c+I1), s6.3 5.1 3.3 6.0 5.5 6.6 7.4 14.2 Green Ext Time (p_c), s 0.0 0.2 0.0 2.1 0.0 0.4 0.1 3.0 Intersection Summary HCM 6th Ctrl Delay 27.0 HCM 6th LOS C HCM 6th Signalized Intersection Summary Boeing Renton Apron E 3: Garden Ave N & N 8th St Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBU EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1 210 12 39 190 16 248 Future Volume (veh/h) 1 210 12 39 190 16 248 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1767 1767 1826 1826 1885 1885 Adj Flow Rate, veh/h 244 14 45 221 19 288 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 9 9 5 5 1 1 Cap, veh/h 880 50 296 795 480 427 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 Sat Flow, veh/h 3315 184 291 3000 1795 1598 Grp Volume(v), veh/h 126 132 148 118 19 288 Grp Sat Flow(s),veh/h/ln 1678 1733 1630 1578 1795 1598 Q Serve(g_s), s 1.3 1.3 0.0 1.3 0.2 3.5 Cycle Q Clear(g_c), s 1.3 1.3 1.4 1.3 0.2 3.5 Prop In Lane 0.11 0.30 1.00 1.00 Lane Grp Cap(c), veh/h 458 472 661 430 480 427 V/C Ratio(X) 0.28 0.28 0.22 0.28 0.04 0.67 Avail Cap(c_a), veh/h 1930 1993 1991 1816 1652 1470 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.2 6.2 6.3 6.2 5.9 7.1 Incr Delay (d2), s/veh 0.7 0.7 0.2 0.5 0.0 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.3 0.3 0.3 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 6.9 6.9 6.5 6.7 5.9 9.8 LnGrp LOS A A A A A A Approach Vol, veh/h 258 266 307 Approach Delay, s/veh 6.9 6.6 9.5 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 10.9 10.8 10.9 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 20.0 25.0 Max Q Clear Time (g_c+I1), s 3.4 5.5 3.3 Green Ext Time (p_c), s 2.1 1.4 2.6 Intersection Summary HCM 6th Ctrl Delay 7.8 HCM 6th LOS A Notes User approved ignoring U-Turning movement. HCM 6th TWSC Boeing Renton Apron E 4: N 6th St & Boeing Rd Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 31 4 3 26 11 6 11 17 98 3 2 Future Vol, veh/h 3 31 4 3 26 11 6 11 17 98 3 2 Conflicting Peds, #/hr 33 0 53 20 0 0 53 0 20 0 0 33 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 0 - - 100 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, % 10 10 10 12 12 12 23 23 23 5 5 5 Mvmt Flow 4 42 5 4 36 15 8 15 23 134 4 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 84 0 0 100 0 0 214 198 118 177 193 130 Stage 1 - - - - - - 106 106 - 85 85 - Stage 2 - - - - - - 108 92 - 92 108 - Critical Hdwy 4.2 - - 4.22 - - 7.33 6.73 6.43 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.33 5.73 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.33 5.73 - 6.15 5.55 - Follow-up Hdwy 2.29 - - 2.308 - - 3.707 4.207 3.507 3.545 4.045 3.345 Pot Cap-1 Maneuver 1464 - - 1432 - - 700 662 880 779 697 912 Stage 1 - - - - - - 851 769 - 916 819 - Stage 2 - - - - - - 849 780 - 908 800 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1418 - - 1360 - - 623 606 820 703 638 839 Mov Cap-2 Maneuver - - - - - - 623 606 - 703 638 - Stage 1 - - - - - - 806 728 - 885 791 - Stage 2 - - - - - - 797 753 - 845 758 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.6 10.4 11.2 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 623 720 1418 - - 1360 - - 703 706 HCM Lane V/C Ratio 0.013 0.053 0.003 - - 0.003 - - 0.191 0.01 HCM Control Delay (s) 10.9 10.3 7.5 - - 7.7 - - 11.3 10.1 HCM Lane LOS B B A - - A - - B B HCM 95th %tile Q(veh) 0 0.2 0 - - 0 - - 0.7 0 HCM 6th Signalized Intersection Summary Boeing Renton Apron E 5: Logan Ave N & N 6th St Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 35 99 110 7 14 28 806 217 8 690 9 Future Volume (veh/h) 15 35 99 110 7 14 28 806 217 8 690 9 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1796 1796 1870 1870 1870 1826 1826 1826 1841 1841 1841 Adj Flow Rate, veh/h 16 37 0 116 7 15 29 848 228 8 726 9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 7 7 7 2 2 2 5 5 5 4 4 4 Cap, veh/h 30 343 145 476 396 46 979 822 17 1837 23 Arrive On Green 0.02 0.19 0.00 0.08 0.25 0.25 0.03 0.54 0.54 0.01 0.52 0.52 Sat Flow, veh/h 1711 1796 1522 1781 1870 1554 1739 1826 1534 1753 3537 44 Grp Volume(v), veh/h 16 37 0 116 7 15 29 848 228 8 359 376 Grp Sat Flow(s),veh/h/ln 1711 1796 1522 1781 1870 1554 1739 1826 1534 1753 1749 1832 Q Serve(g_s), s 1.0 1.9 0.0 7.0 0.3 0.8 1.8 44.2 8.9 0.5 13.7 13.7 Cycle Q Clear(g_c), s 1.0 1.9 0.0 7.0 0.3 0.8 1.8 44.2 8.9 0.5 13.7 13.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.02 Lane Grp Cap(c), veh/h 30 343 145 476 396 46 979 822 17 908 952 V/C Ratio(X) 0.53 0.11 0.80 0.01 0.04 0.62 0.87 0.28 0.46 0.40 0.40 Avail Cap(c_a), veh/h 233 425 275 476 396 285 979 822 239 908 952 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.6 36.8 0.0 49.7 30.7 30.9 53.0 22.1 13.9 54.2 16.0 16.0 Incr Delay (d2), s/veh 13.8 0.1 0.0 9.7 0.1 0.2 12.9 10.2 0.8 18.1 1.3 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.8 0.0 3.5 0.1 0.3 1.0 20.6 3.2 0.3 5.6 5.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.4 36.9 0.0 59.4 30.7 31.0 65.9 32.3 14.7 72.2 17.3 17.2 LnGrp LOS E D E C C E C B E B B Approach Vol, veh/h 53 A 138 1105 743 Approach Delay, s/veh 46.1 54.9 29.5 17.8 Approach LOS D D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 13.9 26.0 7.9 62.1 6.9 33.0 6.1 64.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 26.0 18.0 29.0 15.0 28.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 9.0 3.9 3.8 15.7 3.0 2.8 2.5 46.2 Green Ext Time (p_c), s 0.2 0.1 0.0 3.8 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 27.4 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 6: Park Ave N & N 6th St Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 209 104 140 16 21 2 18 260 6 6 429 28 Future Volume (veh/h) 209 104 140 16 21 2 18 260 6 6 429 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.94 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1752 1752 1752 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 213 106 143 16 21 2 18 265 6 6 438 29 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 10 10 10 3 3 3 4 4 4 Cap, veh/h 230 285 249 30 78 7 35 2159 49 13 2000 132 Arrive On Green 0.13 0.16 0.16 0.02 0.05 0.05 0.02 0.61 0.61 0.00 0.20 0.20 Sat Flow, veh/h 1767 1763 1543 1668 1565 149 1767 3524 80 1753 3328 220 Grp Volume(v), veh/h 213 106 143 16 0 23 18 132 139 6 229 238 Grp Sat Flow(s),veh/h/ln1767 1763 1543 1668 0 1714 1767 1763 1841 1753 1749 1799 Q Serve(g_s), s 11.9 5.4 8.6 1.0 0.0 1.3 1.0 3.1 3.2 0.3 11.0 11.1 Cycle Q Clear(g_c), s 11.9 5.4 8.6 1.0 0.0 1.3 1.0 3.1 3.2 0.3 11.0 11.1 Prop In Lane 1.00 1.00 1.00 0.09 1.00 0.04 1.00 0.12 Lane Grp Cap(c), veh/h 230 285 249 30 0 85 35 1080 1128 13 1051 1081 V/C Ratio(X) 0.93 0.37 0.57 0.53 0.00 0.27 0.52 0.12 0.12 0.45 0.22 0.22 Avail Cap(c_a), veh/h 230 388 340 217 0 377 177 1080 1128 140 1051 1081 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.97 0.97 0.97 1.00 0.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 43.0 37.4 38.7 48.7 0.0 45.8 48.5 8.1 8.1 49.7 20.4 20.4 Incr Delay (d2), s/veh 39.1 0.3 0.8 5.4 0.0 0.6 4.4 0.2 0.2 8.3 0.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln7.6 2.3 3.3 0.4 0.0 0.6 0.5 1.2 1.3 0.2 5.3 5.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 82.1 37.7 39.5 54.1 0.0 46.4 52.9 8.3 8.3 57.9 20.9 20.9 LnGrp LOS F D D D A D D A A E C C Approach Vol, veh/h 462 39 289 473 Approach Delay, s/veh 58.7 49.6 11.1 21.4 Approach LOS E D B C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s18.0 10.0 7.0 65.1 6.8 21.2 5.8 66.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s13.0 22.0 10.0 35.0 13.0 22.0 8.0 37.0 Max Q Clear Time (g_c+I1), s13.9 3.3 3.0 13.1 3.0 10.6 2.3 5.2 Green Ext Time (p_c), s 0.0 0.0 0.0 1.8 0.0 0.7 0.0 1.0 Intersection Summary HCM 6th Ctrl Delay 33.6 HCM 6th LOS C HCM 6th Signalized Intersection Summary Boeing Renton Apron E 7: Garden Ave N & N 6th St Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 86 2 22 0 3 1 8 71 0 0 86 28 Future Volume (veh/h) 86 2 22 0 3 1 8 71 0 0 86 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.99 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1752 1752 1752 0 1693 1693 1900 1900 1900 1737 1737 1737 Adj Flow Rate, veh/h 101 2 26 0 4 1 9 84 0 0 101 33 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 10 10 10 0 14 14 0 0 0 11 11 11 Cap, veh/h 528 8 310 0 547 131 22 816 0 257 297 97 Arrive On Green 0.21 0.21 0.21 0.00 0.21 0.21 0.01 0.43 0.00 0.00 0.24 0.24 Sat Flow, veh/h 1282 37 1455 0 2653 615 1810 1900 0 1220 1243 406 Grp Volume(v), veh/h 103 0 26 0 2 3 9 84 0 0 0 134 Grp Sat Flow(s),veh/h/ln1319 0 1455 0 1608 1575 1810 1900 0 1220 0 1649 Q Serve(g_s), s 1.8 0.0 0.4 0.0 0.0 0.0 0.1 0.7 0.0 0.0 0.0 1.9 Cycle Q Clear(g_c), s 1.9 0.0 0.4 0.0 0.0 0.0 0.1 0.7 0.0 0.0 0.0 1.9 Prop In Lane 0.98 1.00 0.00 0.39 1.00 0.00 1.00 0.25 Lane Grp Cap(c), veh/h 536 0 310 0 343 336 22 816 0 257 0 394 V/C Ratio(X) 0.19 0.00 0.08 0.00 0.01 0.01 0.41 0.10 0.00 0.00 0.00 0.34 Avail Cap(c_a), veh/h 1149 0 988 0 1092 1069 323 2105 0 882 0 1238 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 9.4 0.0 8.8 0.0 8.7 8.7 13.7 4.8 0.0 0.0 0.0 8.8 Incr Delay (d2), s/veh 0.2 0.0 0.1 0.0 0.0 0.0 11.9 0.1 0.0 0.0 0.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.6 0.0 8.9 0.0 8.7 8.7 25.7 4.9 0.0 0.0 0.0 9.9 LnGrp LOS A A A A A A C A A A A A Approach Vol, veh/h 129 5 93 134 Approach Delay, s/veh 9.4 8.7 6.9 9.9 Approach LOS A A A A Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 11.0 5.3 11.7 11.0 17.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 5.0 21.0 19.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 2.1 3.9 3.9 2.7 Green Ext Time (p_c), s 0.0 0.0 1.1 0.5 0.8 Intersection Summary HCM 6th Ctrl Delay 8.9 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 8: S1 (North)/E7 (North) & Logan Ave N Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 11 0 0 1 0 1032 0 0 888 9 Future Vol, veh/h 0 0 11 0 0 1 0 1032 0 0 888 9 Conflicting Peds, #/hr 12 0 12 2 0 2 12 0 2 2 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 0 100 100 100 4 4 4 4 4 4 Mvmt Flow 0 0 12 0 0 1 0 1110 0 0 955 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 507 - - 559 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 6.9 - - 9.1 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.3 - - 4.9 - - - - - - Pot Cap-1 Maneuver 0 0 516 0 0 255 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 504 - - 254 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.3 19.2 0 0 HCM LOS B C Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 504 254 - - HCM Lane V/C Ratio - - 0.023 0.004 - - HCM Control Delay (s) - - 12.3 19.2 - - HCM Lane LOS - - B C - - HCM 95th %tile Q(veh) - - 0.1 0 - - HCM 6th TWSC Boeing Renton Apron E 9: Logan Ave N & S1 (South)/E7 (South)Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 51 1 0 1 6 1065 0 2 894 3 Future Vol, veh/h 3 0 51 1 0 1 6 1065 0 2 894 3 Conflicting Peds, #/hr 14 0 14 0 0 0 14 0 0 0 0 14 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 25 - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 0 0 0 0 4 4 4 3 3 3 Mvmt Flow 3 0 55 1 0 1 6 1145 0 2 961 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1580 2138 510 1656 2139 587 978 0 0 1145 0 0 Stage 1 981 981 - 1157 1157 - - - - - - - Stage 2 599 1157 - 499 982 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.18 - - 4.16 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 - - 2.23 - - Pot Cap-1 Maneuver 75 50 514 66 50 458 689 - - 600 - - Stage 1 271 330 - 212 273 - - - - - - - Stage 2 460 273 - 527 330 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 72 49 500 57 49 452 680 - - 600 - - Mov Cap-2 Maneuver 72 49 - 57 49 - - - - - - - Stage 1 265 325 - 210 271 - - - - - - - Stage 2 449 271 - 461 325 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 16.3 41.4 0.1 0 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 680 - - 376 101 600 - - HCM Lane V/C Ratio 0.009 - - 0.154 0.021 0.004 - - HCM Control Delay (s) 10.3 - - 16.3 41.4 11 - - HCM Lane LOS B - - C E B - - HCM 95th %tile Q(veh) 0 - - 0.5 0.1 0 - - HCM 6th TWSC Boeing Renton Apron E 10: Park Ave N & N 5th St Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 7 14 42 1 5 2 246 14 3 480 15 Future Vol, veh/h 17 7 14 42 1 5 2 246 14 3 480 15 Conflicting Peds, #/hr 7 0 8 6 0 5 8 0 6 5 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 180 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 15 15 15 0 0 0 7 7 7 4 4 4 Mvmt Flow 18 7 14 43 1 5 2 254 14 3 495 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 656 795 271 536 795 147 518 0 0 274 0 0 Stage 1 517 517 - 271 271 - - - - - - - Stage 2 139 278 - 265 524 - - - - - - - Critical Hdwy 7.8 6.8 7.2 7.5 6.5 6.9 4.24 - - 4.18 - - Critical Hdwy Stg 1 6.8 5.8 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.8 5.8 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.65 4.15 3.45 3.5 4 3.3 2.27 - - 2.24 - - Pot Cap-1 Maneuver 326 295 689 432 323 880 1010 - - 1272 - - Stage 1 477 501 - 717 689 - - - - - - - Stage 2 813 648 - 723 533 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 318 289 679 408 317 869 1002 - - 1265 - - Mov Cap-2 Maneuver 318 289 - 408 317 - - - - - - - Stage 1 472 495 - 711 683 - - - - - - - Stage 2 800 643 - 690 527 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 15.3 14.3 0.1 0 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1002 - - 387 408 674 1265 - - HCM Lane V/C Ratio 0.002 - - 0.101 0.106 0.009 0.002 - - HCM Control Delay (s) 8.6 0 - 15.3 14.9 10.4 7.9 0 - HCM Lane LOS A A - C B B A A - HCM 95th %tile Q(veh) 0 - - 0.3 0.4 0 0 - - HCM 6th TWSC Boeing Renton Apron E 11: N 5th St & Garden Ave N Existing Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 22 2 23 139 11 Future Vol, veh/h 6 22 2 23 139 11 Conflicting Peds, #/hr 2 3 3 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 180 0 50 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 56 56 0 0 8 8 Mvmt Flow 7 26 2 27 162 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 205 175 178 0 - 0 Stage 1 172 - - - - - Stage 2 33 - - - - - Critical Hdwy 6.96 6.76 4.1 - - - Critical Hdwy Stg 1 5.96 - - - - - Critical Hdwy Stg 2 5.96 - - - - - Follow-up Hdwy 4.004 3.804 2.2 - - - Pot Cap-1 Maneuver 676 746 1410 - - - Stage 1 743 - - - - - Stage 2 867 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 671 742 1406 - - - Mov Cap-2 Maneuver 659 - - - - - Stage 1 740 - - - - - Stage 2 864 - - - - - Approach EB NB SB HCM Control Delay, s 10.1 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1406 - 659 742 - - HCM Lane V/C Ratio 0.002 - 0.011 0.034 - - HCM Control Delay (s) 7.6 - 10.5 10 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - HCM 6th Signalized Intersection Summary Boeing Renton Apron E 1: Logan Ave N & N 8th Ave Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 17 16 46 19 19 20 692 84 3 594 28 Future Volume (veh/h) 5 17 16 46 19 19 20 692 84 3 594 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.88 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1411 1411 1411 1707 1707 1707 1796 1796 1796 1826 1826 1826 Adj Flow Rate, veh/h 5 17 0 47 19 19 20 706 86 3 606 29 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 33 33 33 13 13 13 7 7 7 5 5 5 Cap, veh/h 9 199 59 170 131 36 1052 128 7 1130 54 Arrive On Green 0.01 0.07 0.00 0.04 0.10 0.10 0.02 0.67 0.67 0.00 0.65 0.65 Sat Flow, veh/h 1344 2681 1196 1626 1638 1260 1711 1566 191 1739 1726 83 Grp Volume(v), veh/h 5 17 0 47 19 19 20 0 792 3 0 635 Grp Sat Flow(s),veh/h/ln 1344 1340 1196 1626 1622 1277 1711 0 1757 1739 0 1809 Q Serve(g_s), s 0.4 0.7 0.0 3.2 1.2 1.5 1.3 0.0 29.7 0.2 0.0 20.6 Cycle Q Clear(g_c), s 0.4 0.7 0.0 3.2 1.2 1.5 1.3 0.0 29.7 0.2 0.0 20.6 Prop In Lane 1.00 1.00 1.00 0.99 1.00 0.11 1.00 0.05 Lane Grp Cap(c), veh/h 9 199 59 168 132 36 0 1180 7 0 1184 V/C Ratio(X) 0.58 0.09 0.80 0.11 0.15 0.56 0.00 0.67 0.43 0.00 0.54 Avail Cap(c_a), veh/h 197 539 238 326 256 250 0 1180 255 0 1184 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 54.5 47.5 0.0 52.6 44.7 44.9 53.4 0.0 10.8 54.7 0.0 10.1 Incr Delay (d2), s/veh 48.9 0.2 0.0 21.4 0.3 0.5 13.2 0.0 3.1 37.5 0.0 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.2 0.0 1.6 0.5 0.5 0.7 0.0 11.3 0.2 0.0 8.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 103.4 47.6 0.0 74.0 45.0 45.4 66.5 0.0 13.9 92.1 0.0 11.9 LnGrp LOS F D E D D E A B F A B Approach Vol, veh/h 22 A 85 812 638 Approach Delay, s/veh 60.3 61.1 15.2 12.2 Approach LOS E E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.9 14.0 8.2 77.9 6.6 17.3 6.3 79.7 Change Period (Y+Rc), s * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 Max Green Setting (Gmax), s * 16 * 22 * 16 * 32 * 16 * 22 * 16 * 32 Max Q Clear Time (g_c+I1), s 5.2 2.7 3.3 22.6 2.4 3.5 2.2 31.7 Green Ext Time (p_c), s 0.1 0.0 0.0 3.0 0.0 0.1 0.0 0.3 Intersection Summary HCM 6th Ctrl Delay 17.1 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 2: Park Ave N & N 8th Ave Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 11 75 16 76 68 15 13 400 152 32 172 7 Future Volume (veh/h) 11 75 16 76 68 15 13 400 152 32 172 7 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.94 0.97 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1633 1633 1633 1767 1767 1767 1826 1826 1826 1796 1796 1796 Adj Flow Rate, veh/h 12 79 17 80 72 16 14 421 160 34 181 7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 18 18 18 9 9 9 5 5 5 7 7 7 Cap, veh/h 179 198 41 223 328 70 28 1556 585 52 2174 84 Arrive On Green 0.01 0.08 0.08 0.06 0.12 0.12 0.02 0.63 0.63 0.03 0.65 0.65 Sat Flow, veh/h 1555 2530 523 1682 2730 584 1739 2451 921 1711 3348 129 Grp Volume(v), veh/h 12 47 49 80 43 45 14 296 285 34 92 96 Grp Sat Flow(s),veh/h/ln1555 1552 1502 1682 1678 1635 1739 1735 1637 1711 1706 1770 Q Serve(g_s), s 0.7 2.9 3.1 4.3 2.3 2.5 0.8 7.5 7.7 2.0 2.0 2.0 Cycle Q Clear(g_c), s 0.7 2.9 3.1 4.3 2.3 2.5 0.8 7.5 7.7 2.0 2.0 2.0 Prop In Lane 1.00 0.35 1.00 0.36 1.00 0.56 1.00 0.07 Lane Grp Cap(c), veh/h 179 122 118 223 202 197 28 1101 1040 52 1108 1149 V/C Ratio(X) 0.07 0.39 0.41 0.36 0.21 0.23 0.50 0.27 0.27 0.65 0.08 0.08 Avail Cap(c_a), veh/h 313 310 300 297 336 327 174 1101 1040 257 1108 1149 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.98 0.98 0.98 0.98 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.5 43.8 43.9 38.4 39.7 39.8 48.8 8.0 8.1 47.9 6.5 6.5 Incr Delay (d2), s/veh 0.1 0.7 0.9 0.4 0.2 0.2 4.9 0.6 0.6 5.0 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 1.1 1.2 1.8 1.0 1.0 0.4 2.8 2.7 0.9 0.7 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.5 44.5 44.8 38.7 39.9 40.0 53.7 8.6 8.7 52.9 6.6 6.6 LnGrp LOS D D D D D D D A A D A A Approach Vol, veh/h 108 168 595 222 Approach Delay, s/veh 44.3 39.4 9.7 13.7 Approach LOS D D A B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s10.6 12.8 6.6 69.9 6.4 17.0 8.1 68.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s10.0 20.0 10.0 40.0 10.0 20.0 15.0 35.0 Max Q Clear Time (g_c+I1), s6.3 5.1 2.8 4.0 2.7 4.5 4.0 9.7 Green Ext Time (p_c), s 0.0 0.2 0.0 1.1 0.0 0.2 0.0 3.9 Intersection Summary HCM 6th Ctrl Delay 18.5 HCM 6th LOS B HCM 6th Signalized Intersection Summary Boeing Renton Apron E 3: Garden Ave N & N 8th St Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 246 20 161 158 6 109 Future Volume (veh/h) 246 20 161 158 6 109 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1811 1811 1856 1856 1722 1722 Adj Flow Rate, veh/h 262 21 171 168 6 116 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 6 6 3 3 12 12 Cap, veh/h 1168 93 654 649 204 181 Arrive On Green 0.36 0.36 0.36 0.36 0.12 0.12 Sat Flow, veh/h 3318 257 846 1878 1640 1459 Grp Volume(v), veh/h 139 144 195 144 6 116 Grp Sat Flow(s),veh/h/ln1721 1764 1035 1604 1640 1459 Q Serve(g_s), s 1.1 1.1 2.2 1.2 0.1 1.5 Cycle Q Clear(g_c), s 1.1 1.1 3.3 1.2 0.1 1.5 Prop In Lane 0.15 0.88 1.00 1.00 Lane Grp Cap(c), veh/h 623 638 722 580 204 181 V/C Ratio(X) 0.22 0.23 0.27 0.25 0.03 0.64 Avail Cap(c_a), veh/h 2300 2357 1836 2144 1602 1426 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 4.3 4.3 5.2 4.4 7.5 8.1 Incr Delay (d2), s/veh 0.4 0.4 0.3 0.3 0.1 5.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.2 0.2 0.1 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.7 4.7 5.5 4.7 7.6 13.4 LnGrp LOS A A A A A B Approach Vol, veh/h 283 339 122 Approach Delay, s/veh 4.7 5.1 13.1 Approach LOS A A B Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 12.0 7.4 12.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 26.0 19.0 26.0 Max Q Clear Time (g_c+I1), s 5.3 3.5 3.1 Green Ext Time (p_c), s 2.9 0.5 3.0 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 4: N 6th St & Boeing Rd Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 21 1 11 29 71 3 14 4 23 8 1 Future Vol, veh/h 6 21 1 11 29 71 3 14 4 23 8 1 Conflicting Peds, #/hr 24 0 57 33 0 0 57 0 33 0 0 24 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 0 - - 100 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77 Heavy Vehicles, % 21 21 21 3 3 3 26 26 26 17 17 17 Mvmt Flow 8 27 1 14 38 92 4 18 5 30 10 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 154 0 0 85 0 0 276 283 118 224 237 165 Stage 1 - - - - - - 101 101 - 136 136 - Stage 2 - - - - - - 175 182 - 88 101 - Critical Hdwy 4.31 - - 4.13 - - 7.36 6.76 6.46 7.27 6.67 6.37 Critical Hdwy Stg 1 - - - - - - 6.36 5.76 - 6.27 5.67 - Critical Hdwy Stg 2 - - - - - - 6.36 5.76 - 6.27 5.67 - Follow-up Hdwy 2.389 - - 2.227 - - 3.734 4.234 3.534 3.653 4.153 3.453 Pot Cap-1 Maneuver 1318 - - 1505 - - 631 588 873 701 639 842 Stage 1 - - - - - - 850 767 - 833 756 - Stage 2 - - - - - - 774 706 - 884 783 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1288 - - 1423 - - 549 535 800 634 581 778 Mov Cap-2 Maneuver - - - - - - 549 535 - 634 581 - Stage 1 - - - - - - 799 721 - 809 731 - Stage 2 - - - - - - 713 683 - 824 736 - Approach EB WB NB SB HCM Control Delay, s 1.7 0.7 11.5 11 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 549 578 1288 - - 1423 - - 634 598 HCM Lane V/C Ratio 0.007 0.04 0.006 - - 0.01 - - 0.047 0.02 HCM Control Delay (s) 11.6 11.5 7.8 - - 7.6 - - 11 11.1 HCM Lane LOS B B A - - A - - B B HCM 95th %tile Q(veh) 0 0.1 0 - - 0 - - 0.1 0.1 HCM 6th Signalized Intersection Summary Boeing Renton Apron E 5: Logan Ave N & N 6th St Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 13 33 22 27 12 67 800 279 10 612 17 Future Volume (veh/h) 0 13 33 22 27 12 67 800 279 10 612 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1589 1589 1589 1781 1781 1781 1811 1811 1811 1841 1841 1841 Adj Flow Rate, veh/h 0 14 0 24 29 13 72 860 300 11 658 18 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 21 21 21 8 8 8 6 6 6 4 4 4 Cap, veh/h 1 295 40 453 376 92 1080 909 23 1931 53 Arrive On Green 0.00 0.19 0.00 0.02 0.25 0.25 0.05 0.60 0.60 0.01 0.56 0.56 Sat Flow, veh/h 1513 1589 1346 1697 1781 1477 1725 1811 1526 1753 3477 95 Grp Volume(v), veh/h 0 14 0 24 29 13 72 860 300 11 331 345 Grp Sat Flow(s),veh/h/ln 1513 1589 1346 1697 1781 1477 1725 1811 1526 1753 1749 1823 Q Serve(g_s), s 0.0 0.8 0.0 1.5 1.4 0.7 4.5 40.2 10.9 0.7 11.4 11.4 Cycle Q Clear(g_c), s 0.0 0.8 0.0 1.5 1.4 0.7 4.5 40.2 10.9 0.7 11.4 11.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 1 295 40 453 376 92 1080 909 23 971 1013 V/C Ratio(X) 0.00 0.05 0.60 0.06 0.03 0.78 0.80 0.33 0.48 0.34 0.34 Avail Cap(c_a), veh/h 206 376 262 453 376 282 1080 909 239 971 1013 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.89 0.89 0.89 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 36.8 0.0 53.2 31.1 30.8 51.4 17.1 11.2 53.9 13.4 13.4 Incr Delay (d2), s/veh 0.0 0.1 0.0 12.1 0.2 0.2 13.1 6.1 1.0 15.0 1.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.3 0.0 0.8 0.6 0.3 2.3 17.3 3.8 0.4 4.6 4.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 36.9 0.0 65.3 31.3 31.0 64.5 23.2 12.1 69.0 14.4 14.3 LnGrp LOS A D E C C E C B E B B Approach Vol, veh/h 14 A 66 1232 687 Approach Delay, s/veh 36.9 43.6 22.9 15.2 Approach LOS D D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.6 25.4 10.9 66.1 0.0 33.0 6.4 70.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 26.0 18.0 29.0 15.0 28.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 3.5 2.8 6.5 13.4 0.0 3.4 2.7 42.2 Green Ext Time (p_c), s 0.0 0.0 0.1 3.8 0.0 0.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 21.1 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 6: Park Ave N & N 6th St Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 89 95 25 8 29 6 91 481 17 17 159 56 Future Volume (veh/h) 89 95 25 8 29 6 91 481 17 17 159 56 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.94 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 1693 1693 1693 1870 1870 1870 1767 1767 1767 Adj Flow Rate, veh/h 94 100 26 8 31 6 96 506 18 18 167 59 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 5 5 5 14 14 14 2 2 2 9 9 9 Cap, veh/h 119 358 89 16 99 19 123 2058 73 35 1322 450 Arrive On Green 0.07 0.13 0.13 0.01 0.07 0.07 0.07 0.59 0.59 0.02 0.54 0.54 Sat Flow, veh/h 1739 2728 681 1612 1361 263 1781 3499 124 1682 2449 833 Grp Volume(v), veh/h 94 62 64 8 0 37 96 257 267 18 112 114 Grp Sat Flow(s),veh/h/ln1739 1735 1675 1612 0 1625 1781 1777 1846 1682 1678 1604 Q Serve(g_s), s 4.3 2.6 2.8 0.4 0.0 1.7 4.2 5.6 5.6 0.8 2.6 2.8 Cycle Q Clear(g_c), s 4.3 2.6 2.8 0.4 0.0 1.7 4.2 5.6 5.6 0.8 2.6 2.8 Prop In Lane 1.00 0.41 1.00 0.16 1.00 0.07 1.00 0.52 Lane Grp Cap(c), veh/h 119 227 219 16 0 118 123 1045 1086 35 906 866 V/C Ratio(X) 0.79 0.27 0.29 0.49 0.00 0.31 0.78 0.25 0.25 0.52 0.12 0.13 Avail Cap(c_a), veh/h 152 477 461 141 0 447 223 1045 1086 168 906 866 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 1.00 0.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 36.7 31.3 31.4 39.4 0.0 35.2 36.6 7.9 7.9 38.8 9.1 9.1 Incr Delay (d2), s/veh 17.7 0.2 0.3 8.1 0.0 0.6 4.0 0.6 0.5 4.4 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.4 1.1 1.1 0.2 0.0 0.7 1.9 2.0 2.1 0.4 1.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.4 31.5 31.7 47.5 0.0 35.8 40.7 8.5 8.5 43.1 9.4 9.4 LnGrp LOS D C C D A D D A A D A A Approach Vol, veh/h 220 45 620 244 Approach Delay, s/veh 41.3 37.8 13.5 11.9 Approach LOS D D B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s10.5 10.8 10.5 48.2 5.8 15.5 6.6 52.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s7.0 22.0 10.0 21.0 7.0 22.0 8.0 23.0 Max Q Clear Time (g_c+I1), s6.3 3.7 6.2 4.8 2.4 4.8 2.8 7.6 Green Ext Time (p_c), s 0.0 0.1 0.0 0.7 0.0 0.4 0.0 1.8 Intersection Summary HCM 6th Ctrl Delay 19.5 HCM 6th LOS B HCM 6th Signalized Intersection Summary Boeing Renton Apron E 7: Garden Ave N & N 6th St Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 82 5 45 0 4 5 19 101 4 0 59 12 Future Volume (veh/h) 82 5 45 0 4 5 19 101 4 0 59 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1767 1767 1767 0 1070 1070 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 86 5 47 0 4 5 20 106 4 0 62 13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 0 56 56 3 3 3 2 2 2 Cap, veh/h 499 22 308 0 216 193 45 802 30 241 385 81 Arrive On Green 0.21 0.21 0.21 0.00 0.21 0.21 0.03 0.45 0.45 0.00 0.26 0.26 Sat Flow, veh/h 1244 105 1449 0 1070 905 1767 1775 67 1283 1487 312 Grp Volume(v), veh/h 91 0 47 0 4 5 20 0 110 0 0 75 Grp Sat Flow(s),veh/h/ln1348 0 1449 0 1017 905 1767 0 1842 1283 0 1799 Q Serve(g_s), s 1.6 0.0 0.8 0.0 0.1 0.1 0.3 0.0 1.0 0.0 0.0 1.0 Cycle Q Clear(g_c), s 1.7 0.0 0.8 0.0 0.1 0.1 0.3 0.0 1.0 0.0 0.0 1.0 Prop In Lane 0.95 1.00 0.00 1.00 1.00 0.04 1.00 0.17 Lane Grp Cap(c), veh/h 522 0 308 0 216 193 45 0 832 241 0 465 V/C Ratio(X) 0.17 0.00 0.15 0.00 0.02 0.03 0.44 0.00 0.13 0.00 0.00 0.16 Avail Cap(c_a), veh/h 1092 0 923 0 648 576 296 0 1915 813 0 1266 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 9.9 0.0 9.5 0.0 9.3 9.3 14.3 0.0 4.8 0.0 0.0 8.6 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.0 0.0 0.1 6.6 0.0 0.2 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.2 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.1 0.0 9.8 0.0 9.3 9.3 21.0 0.0 4.9 0.0 0.0 8.9 LnGrp LOS B A A A A A C A A A A A Approach Vol, veh/h 138 9 130 75 Approach Delay, s/veh 10.0 9.3 7.4 8.9 Approach LOS A A A A Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 11.4 5.8 12.7 11.4 18.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 5.0 21.0 19.0 31.0 Max Q Clear Time (g_c+I1), s 2.1 2.3 3.0 3.7 3.0 Green Ext Time (p_c), s 0.0 0.0 0.5 0.5 1.1 Intersection Summary HCM 6th Ctrl Delay 8.8 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 8: S1 (North)/E7 (North) & Logan Ave N Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 3 0 0 2 0 1138 10 0 656 15 Future Vol, veh/h 0 0 3 0 0 2 0 1138 10 0 656 15 Conflicting Peds, #/hr 10 0 10 6 0 6 10 0 6 6 0 10 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 7 7 7 7 7 7 Mvmt Flow 0 0 3 0 0 2 0 1198 11 0 691 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 374 - - 617 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 6.9 - - 7.1 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.3 - - 3.9 - - - - - - Pot Cap-1 Maneuver 0 0 629 0 0 375 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 617 - - 371 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.9 14.8 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 617 371 - - HCM Lane V/C Ratio - - 0.005 0.006 - - HCM Control Delay (s) - - 10.9 14.8 - - HCM Lane LOS - - B B - - HCM 95th %tile Q(veh) - - 0 0 - - HCM 6th TWSC Boeing Renton Apron E 9: Logan Ave N & S1 (South)/E7 (South)Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 1 0 0 0 55 1146 3 2 653 5 Future Vol, veh/h 0 0 1 0 0 0 55 1146 3 2 653 5 Conflicting Peds, #/hr 7 0 7 2 0 2 7 0 2 2 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 25 - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 0 0 0 0 0 6 6 6 5 5 5 Mvmt Flow 0 0 1 0 0 0 59 1219 3 2 695 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1444 2051 364 1700 2052 620 707 0 0 1224 0 0 Stage 1 709 709 - 1341 1341 - - - - - - - Stage 2 735 1342 - 359 711 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.22 - - 4.2 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.26 - - 2.25 - - Pot Cap-1 Maneuver 95 56 639 61 56 436 861 - - 549 - - Stage 1 396 440 - 163 223 - - - - - - - Stage 2 382 223 - 637 439 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 89 51 631 57 51 432 855 - - 548 - - Mov Cap-2 Maneuver 89 51 - 57 51 - - - - - - - Stage 1 366 435 - 151 207 - - - - - - - Stage 2 353 207 - 629 434 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.7 0 0.4 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 855 - - 631 - 548 - - HCM Lane V/C Ratio 0.068 - - 0.002 - 0.004 - - HCM Control Delay (s) 9.5 - - 10.7 0 11.6 - - HCM Lane LOS A - - B A B - - HCM 95th %tile Q(veh) 0.2 - - 0 - 0 - - HCM 6th TWSC Boeing Renton Apron E 10: Park Ave N & N 5th St Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 6 11 3 0 4 6 639 31 3 177 2 Future Vol, veh/h 20 6 11 3 0 4 6 639 31 3 177 2 Conflicting Peds, #/hr 1 0 4 5 0 2 4 0 5 2 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 180 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 0 0 0 0 0 3 3 3 8 8 8 Mvmt Flow 21 6 11 3 0 4 6 666 32 3 184 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 542 910 102 805 895 356 190 0 0 703 0 0 Stage 1 195 195 - 699 699 - - - - - - - Stage 2 347 715 - 106 196 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.16 - - 4.26 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.23 - - 2.28 - - Pot Cap-1 Maneuver 428 277 940 277 282 646 1374 - - 852 - - Stage 1 794 743 - 401 445 - - - - - - - Stage 2 648 438 - 894 742 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 419 271 932 264 276 642 1369 - - 848 - - Mov Cap-2 Maneuver 419 271 - 264 276 - - - - - - - Stage 1 785 737 - 396 440 - - - - - - - Stage 2 638 433 - 868 736 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.7 14.1 0.1 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1369 - - 453 264 642 848 - - HCM Lane V/C Ratio 0.005 - - 0.085 0.012 0.006 0.004 - - HCM Control Delay (s) 7.6 0 - 13.7 18.8 10.6 9.3 0 - HCM Lane LOS A A - B C B A A - HCM 95th %tile Q(veh) 0 - - 0.3 0 0 0 - - HCM 6th TWSC Boeing Renton Apron E 11: N 5th St & Garden Ave N Future (2021) Without-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 0 2 142 15 5 Future Vol, veh/h 8 0 2 142 15 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 180 0 50 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 18 18 5 5 12 12 Mvmt Flow 9 0 2 163 17 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 187 20 23 0 - 0 Stage 1 20 - - - - - Stage 2 167 - - - - - Critical Hdwy 6.58 6.38 4.15 - - - Critical Hdwy Stg 1 5.58 - - - - - Critical Hdwy Stg 2 5.58 - - - - - Follow-up Hdwy 3.662 3.462 2.245 - - - Pot Cap-1 Maneuver 767 1013 1573 - - - Stage 1 963 - - - - - Stage 2 825 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 766 1013 1573 - - - Mov Cap-2 Maneuver 741 - - - - - Stage 1 962 - - - - - Stage 2 825 - - - - - Approach EB NB SB HCM Control Delay, s 9.9 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1573 - 741 - - - HCM Lane V/C Ratio 0.001 - 0.012 - - - HCM Control Delay (s) 7.3 - 9.9 0 - - HCM Lane LOS A - A A - - HCM 95th %tile Q(veh) 0 - 0 - - - HCM 6th Signalized Intersection Summary Boeing Renton Apron E 1: Logan Ave N & N 8th Ave Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 33 36 17 77 4 56 6 840 94 17 676 8 Future Volume (veh/h) 33 36 17 77 4 56 6 840 94 17 676 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.91 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1737 1737 1737 1885 1885 1885 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 36 40 0 85 4 62 7 923 103 19 743 9 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 11 11 11 1 1 1 3 3 3 4 4 4 Cap, veh/h 50 234 109 182 148 15 1037 116 35 1170 14 Arrive On Green 0.03 0.07 0.00 0.06 0.10 0.10 0.01 0.63 0.63 0.02 0.64 0.64 Sat Flow, veh/h 1654 3300 1472 1795 1791 1456 1767 1637 183 1753 1814 22 Grp Volume(v), veh/h 36 40 0 85 4 62 7 0 1026 19 0 752 Grp Sat Flow(s),veh/h/ln 1654 1650 1472 1795 1791 1456 1767 0 1819 1753 0 1836 Q Serve(g_s), s 2.4 1.3 0.0 5.1 0.2 4.4 0.4 0.0 52.1 1.2 0.0 27.1 Cycle Q Clear(g_c), s 2.4 1.3 0.0 5.1 0.2 4.4 0.4 0.0 52.1 1.2 0.0 27.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 0.01 Lane Grp Cap(c), veh/h 50 234 109 182 148 15 0 1153 35 0 1184 V/C Ratio(X) 0.72 0.17 0.78 0.02 0.42 0.45 0.00 0.89 0.54 0.00 0.64 Avail Cap(c_a), veh/h 242 663 263 360 293 259 0 1153 257 0 1184 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.94 0.94 0.94 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 52.9 48.1 0.0 50.9 44.5 46.4 54.3 0.0 16.9 53.4 0.0 11.7 Incr Delay (d2), s/veh 17.3 0.3 0.0 10.6 0.0 1.8 19.3 0.0 10.4 12.3 0.0 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.5 0.0 2.6 0.1 1.7 0.3 0.0 22.9 0.6 0.0 11.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 70.2 48.4 0.0 61.5 44.5 48.2 73.5 0.0 27.4 65.7 0.0 14.3 LnGrp LOS E D E D D E A C E A B Approach Vol, veh/h 76 A 151 1033 771 Approach Delay, s/veh 58.7 55.6 27.7 15.6 Approach LOS E E C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.6 13.7 6.9 76.8 9.2 17.1 8.1 75.6 Change Period (Y+Rc), s * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 Max Green Setting (Gmax), s * 16 * 22 * 16 * 32 * 16 * 22 * 16 * 32 Max Q Clear Time (g_c+I1), s 7.1 3.3 2.4 29.1 4.4 6.4 3.2 54.1 Green Ext Time (p_c), s 0.1 0.1 0.0 1.5 0.0 0.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 26.3 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 2: Park Ave N & N 8th Ave Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 59 75 18 139 82 63 22 410 69 93 295 39 Future Volume (veh/h) 59 75 18 139 82 63 22 410 69 93 295 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.93 0.91 0.95 0.94 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1648 1648 1648 1885 1885 1885 1841 1841 1841 1841 1841 1841 Adj Flow Rate, veh/h 65 82 20 153 90 69 24 451 76 102 324 43 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 17 17 17 1 1 1 4 4 4 4 4 4 Cap, veh/h 248 252 58 324 291 198 43 1587 266 128 1799 236 Arrive On Green 0.05 0.10 0.10 0.09 0.15 0.15 0.01 0.18 0.18 0.07 0.58 0.58 Sat Flow, veh/h 1570 2475 573 1795 1986 1348 1753 2981 499 1753 3095 406 Grp Volume(v), veh/h 65 50 52 153 80 79 24 263 264 102 182 185 Grp Sat Flow(s),veh/h/ln1570 1566 1482 1795 1791 1542 1753 1749 1731 1753 1749 1753 Q Serve(g_s), s 3.7 3.0 3.3 7.4 4.0 4.6 1.4 13.1 13.2 5.7 4.8 5.0 Cycle Q Clear(g_c), s 3.7 3.0 3.3 7.4 4.0 4.6 1.4 13.1 13.2 5.7 4.8 5.0 Prop In Lane 1.00 0.39 1.00 0.87 1.00 0.29 1.00 0.23 Lane Grp Cap(c), veh/h 248 159 151 324 263 226 43 931 922 128 1017 1019 V/C Ratio(X) 0.26 0.32 0.34 0.47 0.30 0.35 0.56 0.28 0.29 0.79 0.18 0.18 Avail Cap(c_a), veh/h 330 313 296 337 358 308 175 931 922 263 1017 1019 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.97 0.97 0.97 0.95 0.95 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.7 41.7 41.8 34.3 38.1 38.4 49.1 24.6 24.7 45.6 9.8 9.8 Incr Delay (d2), s/veh 0.2 0.4 0.5 0.4 0.2 0.3 4.1 0.7 0.7 4.1 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 1.2 1.2 3.2 1.8 1.8 0.6 6.3 6.3 2.6 1.9 1.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.9 42.1 42.3 34.7 38.3 38.7 53.1 25.4 25.5 49.7 10.2 10.2 LnGrp LOS D D D C D D D C C D B B Approach Vol, veh/h 167 312 551 469 Approach Delay, s/veh 40.5 36.7 26.6 18.8 Approach LOS D D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s14.2 15.2 7.4 63.1 9.8 19.7 12.3 58.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s10.0 20.0 10.0 40.0 10.0 20.0 15.0 35.0 Max Q Clear Time (g_c+I1), s9.4 5.3 3.4 7.0 5.7 6.6 7.7 15.2 Green Ext Time (p_c), s 0.0 0.3 0.0 2.3 0.0 0.4 0.1 3.1 Intersection Summary HCM 6th Ctrl Delay 27.8 HCM 6th LOS C HCM 6th Signalized Intersection Summary Boeing Renton Apron E 3: Garden Ave N & N 8th St Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 224 13 41 256 17 263 Future Volume (veh/h) 224 13 41 256 17 263 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1767 1767 1826 1826 1885 1885 Adj Flow Rate, veh/h 260 15 48 298 20 306 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 9 9 5 5 1 1 Cap, veh/h 892 51 268 825 506 451 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 3314 185 249 3065 1795 1598 Grp Volume(v), veh/h 135 140 189 157 20 306 Grp Sat Flow(s),veh/h/ln1678 1733 1652 1578 1795 1598 Q Serve(g_s), s 1.4 1.4 0.0 1.8 0.2 3.9 Cycle Q Clear(g_c), s 1.4 1.4 1.9 1.8 0.2 3.9 Prop In Lane 0.11 0.25 1.00 1.00 Lane Grp Cap(c), veh/h 464 479 656 436 506 451 V/C Ratio(X) 0.29 0.29 0.29 0.36 0.04 0.68 Avail Cap(c_a), veh/h 1852 1912 1939 1742 1585 1411 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.4 6.5 6.6 6.6 5.9 7.2 Incr Delay (d2), s/veh 0.7 0.7 0.3 0.7 0.0 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 0.3 0.4 0.4 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 7.2 7.2 7.0 7.3 5.9 9.8 LnGrp LOS A A A A A A Approach Vol, veh/h 275 346 326 Approach Delay, s/veh 7.2 7.1 9.5 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 11.3 11.4 11.3 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 20.0 25.0 Max Q Clear Time (g_c+I1), s 3.9 5.9 3.4 Green Ext Time (p_c), s 2.8 1.5 2.8 Intersection Summary HCM 6th Ctrl Delay 8.0 HCM 6th LOS A Notes User approved ignoring U-Turning movement. HCM 6th TWSC Boeing Renton Apron E 4: N 6th St & Boeing Rd Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 7.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 33 4 3 28 12 6 11 17 104 3 2 Future Vol, veh/h 3 33 4 3 28 12 6 11 17 104 3 2 Conflicting Peds, #/hr 33 0 53 20 0 0 53 0 20 0 0 33 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 160 - - 0 - - 100 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, % 10 10 10 12 12 12 23 23 23 5 5 5 Mvmt Flow 4 45 5 4 38 16 8 15 23 142 4 3 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 87 0 0 103 0 0 220 204 121 182 198 132 Stage 1 - - - - - - 109 109 - 87 87 - Stage 2 - - - - - - 111 95 - 95 111 - Critical Hdwy 4.2 - - 4.22 - - 7.33 6.73 6.43 7.15 6.55 6.25 Critical Hdwy Stg 1 - - - - - - 6.33 5.73 - 6.15 5.55 - Critical Hdwy Stg 2 - - - - - - 6.33 5.73 - 6.15 5.55 - Follow-up Hdwy 2.29 - - 2.308 - - 3.707 4.207 3.507 3.545 4.045 3.345 Pot Cap-1 Maneuver 1460 - - 1429 - - 693 657 877 773 692 909 Stage 1 - - - - - - 848 766 - 913 817 - Stage 2 - - - - - - 845 777 - 904 798 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1414 - - 1357 - - 617 601 817 696 633 836 Mov Cap-2 Maneuver - - - - - - 617 601 - 696 633 - Stage 1 - - - - - - 803 725 - 882 789 - Stage 2 - - - - - - 793 751 - 841 756 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.5 10.4 11.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 617 716 1414 - - 1357 - - 696 701 HCM Lane V/C Ratio 0.013 0.054 0.003 - - 0.003 - - 0.205 0.01 HCM Control Delay (s) 10.9 10.3 7.6 - - 7.7 - - 11.5 10.2 HCM Lane LOS B B A - - A - - B B HCM 95th %tile Q(veh) 0 0.2 0 - - 0 - - 0.8 0 HCM 6th Signalized Intersection Summary Boeing Renton Apron E 5: Logan Ave N & N 6th St Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 16 37 105 117 7 15 30 936 230 8 763 10 Future Volume (veh/h) 16 37 105 117 7 15 30 936 230 8 763 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1796 1796 1870 1870 1870 1826 1826 1826 1841 1841 1841 Adj Flow Rate, veh/h 17 39 0 123 7 16 32 985 242 8 803 11 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 7 7 7 2 2 2 5 5 5 4 4 4 Cap, veh/h 32 337 152 476 396 49 978 821 17 1825 25 Arrive On Green 0.02 0.19 0.00 0.09 0.25 0.25 0.03 0.54 0.54 0.01 0.52 0.52 Sat Flow, veh/h 1711 1796 1522 1781 1870 1554 1739 1826 1533 1753 3532 48 Grp Volume(v), veh/h 17 39 0 123 7 16 32 985 242 8 398 416 Grp Sat Flow(s),veh/h/ln 1711 1796 1522 1781 1870 1554 1739 1826 1533 1753 1749 1831 Q Serve(g_s), s 1.1 2.0 0.0 7.5 0.3 0.9 2.0 58.9 9.6 0.5 15.6 15.6 Cycle Q Clear(g_c), s 1.1 2.0 0.0 7.5 0.3 0.9 2.0 58.9 9.6 0.5 15.6 15.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 32 337 152 476 396 49 978 821 17 904 947 V/C Ratio(X) 0.54 0.12 0.81 0.01 0.04 0.65 1.01 0.29 0.46 0.44 0.44 Avail Cap(c_a), veh/h 233 425 275 476 396 285 978 821 239 904 947 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.98 0.98 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.5 37.1 0.0 49.4 30.7 30.9 52.9 25.6 14.1 54.2 16.6 16.6 Incr Delay (d2), s/veh 13.6 0.2 0.0 9.5 0.1 0.2 13.4 30.7 0.9 18.1 1.6 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 0.9 0.0 3.7 0.1 0.3 1.1 32.2 3.5 0.3 6.5 6.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.1 37.3 0.0 58.9 30.7 31.1 66.3 56.2 15.0 72.2 18.2 18.1 LnGrp LOS E D E C C E F B E B B Approach Vol, veh/h 56 A 146 1259 822 Approach Delay, s/veh 46.3 54.5 48.6 18.7 Approach LOS D D D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 14.4 25.6 8.1 61.9 7.0 33.0 6.1 63.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 26.0 18.0 29.0 15.0 28.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 9.5 4.0 4.0 17.6 3.1 2.9 2.5 60.9 Green Ext Time (p_c), s 0.2 0.1 0.0 4.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 38.1 HCM 6th LOS D Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 6: Park Ave N & N 6th St Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 219 113 149 21 22 2 19 276 6 6 522 30 Future Volume (veh/h) 219 113 149 21 22 2 19 276 6 6 522 30 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.94 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1752 1752 1752 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 223 115 152 21 22 2 19 282 6 6 533 31 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 10 10 10 3 3 3 4 4 4 Cap, veh/h 230 279 244 37 79 7 36 2160 46 13 2012 117 Arrive On Green 0.13 0.16 0.16 0.02 0.05 0.05 0.02 0.61 0.61 0.00 0.20 0.20 Sat Flow, veh/h 1767 1763 1543 1668 1572 143 1767 3529 75 1753 3358 195 Grp Volume(v), veh/h 223 115 152 21 0 24 19 141 147 6 277 287 Grp Sat Flow(s),veh/h/ln1767 1763 1543 1668 0 1715 1767 1763 1841 1753 1749 1804 Q Serve(g_s), s 12.6 5.9 9.2 1.2 0.0 1.3 1.1 3.4 3.4 0.3 13.4 13.5 Cycle Q Clear(g_c), s 12.6 5.9 9.2 1.2 0.0 1.3 1.1 3.4 3.4 0.3 13.4 13.5 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.04 1.00 0.11 Lane Grp Cap(c), veh/h 230 279 244 37 0 86 36 1079 1127 13 1048 1081 V/C Ratio(X) 0.97 0.41 0.62 0.57 0.00 0.28 0.52 0.13 0.13 0.45 0.26 0.27 Avail Cap(c_a), veh/h 230 388 339 217 0 377 177 1079 1127 140 1048 1081 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.97 0.97 0.97 1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 43.3 37.9 39.3 48.4 0.0 45.7 48.5 8.2 8.2 49.7 21.5 21.5 Incr Delay (d2), s/veh 50.1 0.4 0.9 5.0 0.0 0.6 4.3 0.2 0.2 8.1 0.6 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln8.6 2.5 3.5 0.6 0.0 0.6 0.5 1.3 1.3 0.2 6.4 6.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 93.4 38.3 40.3 53.5 0.0 46.4 52.8 8.4 8.4 57.8 22.1 22.1 LnGrp LOS F D D D A D D A A E C C Approach Vol, veh/h 490 45 307 570 Approach Delay, s/veh 64.0 49.7 11.2 22.4 Approach LOS E D B C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s18.0 10.0 7.1 64.9 7.2 20.8 5.8 66.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s13.0 22.0 10.0 35.0 13.0 22.0 8.0 37.0 Max Q Clear Time (g_c+I1), s14.6 3.3 3.1 15.5 3.2 11.2 2.3 5.4 Green Ext Time (p_c), s 0.0 0.0 0.0 2.2 0.0 0.8 0.0 1.1 Intersection Summary HCM 6th Ctrl Delay 35.3 HCM 6th LOS D HCM 6th Signalized Intersection Summary Boeing Renton Apron E 7: Garden Ave N & N 6th St Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 94 2 23 0 3 1 8 75 0 0 91 34 Future Volume (veh/h) 94 2 23 0 3 1 8 75 0 0 91 34 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.99 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1752 1752 1752 0 1693 1693 1900 1900 1900 1737 1737 1737 Adj Flow Rate, veh/h 111 2 27 0 4 1 9 88 0 0 107 40 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 10 10 10 0 14 14 0 0 0 11 11 11 Cap, veh/h 523 7 307 0 542 130 22 828 0 254 295 110 Arrive On Green 0.21 0.21 0.21 0.00 0.21 0.21 0.01 0.44 0.00 0.00 0.25 0.25 Sat Flow, veh/h 1284 34 1455 0 2653 615 1810 1900 0 1216 1195 447 Grp Volume(v), veh/h 113 0 27 0 2 3 9 88 0 0 0 147 Grp Sat Flow(s),veh/h/ln1318 0 1455 0 1608 1575 1810 1900 0 1216 0 1641 Q Serve(g_s), s 2.0 0.0 0.4 0.0 0.0 0.0 0.1 0.8 0.0 0.0 0.0 2.1 Cycle Q Clear(g_c), s 2.1 0.0 0.4 0.0 0.0 0.0 0.1 0.8 0.0 0.0 0.0 2.1 Prop In Lane 0.98 1.00 0.00 0.39 1.00 0.00 1.00 0.27 Lane Grp Cap(c), veh/h 530 0 307 0 339 332 22 828 0 254 0 405 V/C Ratio(X) 0.21 0.00 0.09 0.00 0.01 0.01 0.41 0.11 0.00 0.00 0.00 0.36 Avail Cap(c_a), veh/h 1135 0 977 0 1079 1057 320 2081 0 856 0 1218 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 9.6 0.0 9.0 0.0 8.8 8.8 13.9 4.7 0.0 0.0 0.0 8.8 Incr Delay (d2), s/veh 0.2 0.0 0.1 0.0 0.0 0.0 11.9 0.1 0.0 0.0 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 9.8 0.0 9.1 0.0 8.8 8.8 25.8 4.8 0.0 0.0 0.0 10.0 LnGrp LOS A A A A A A C A A A A A Approach Vol, veh/h 140 5 97 147 Approach Delay, s/veh 9.7 8.8 6.8 10.0 Approach LOS A A A A Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 11.0 5.3 12.0 11.0 17.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 5.0 21.0 19.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 2.1 4.1 4.1 2.8 Green Ext Time (p_c), s 0.0 0.0 1.2 0.5 0.8 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 8: S1 (North)/E7 (North) & Logan Ave N Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 0 11 0 0 1 0 1176 0 0 973 9 Future Vol, veh/h 0 0 11 0 0 1 0 1176 0 0 973 9 Conflicting Peds, #/hr 12 0 12 2 0 2 12 0 2 2 0 12 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - 0 - - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 0 100 100 100 4 4 4 4 4 4 Mvmt Flow 0 0 12 0 0 1 0 1265 0 0 1046 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All - - 552 - - 637 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 6.9 - - 9.1 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.3 - - 4.9 - - - - - - Pot Cap-1 Maneuver 0 0 483 0 0 220 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked, %- - - - Mov Cap-1 Maneuver - - 472 - - 219 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.8 21.5 0 0 HCM LOS B C Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR Capacity (veh/h) - - 472 219 - - HCM Lane V/C Ratio - - 0.025 0.005 - - HCM Control Delay (s) - - 12.8 21.5 - - HCM Lane LOS - - B C - - HCM 95th %tile Q(veh) - - 0.1 0 - - HCM 6th TWSC Boeing Renton Apron E 9: Logan Ave N & S1 (South)/E7 (South)Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 0 51 1 0 1 6 1211 0 2 979 3 Future Vol, veh/h 3 0 51 1 0 1 6 1211 0 2 979 3 Conflicting Peds, #/hr 14 0 14 0 0 0 14 0 0 0 0 14 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 25 - - 25 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 0 0 0 0 0 4 4 4 3 3 3 Mvmt Flow 3 0 55 1 0 1 6 1302 0 2 1053 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1750 2387 556 1859 2388 665 1070 0 0 1302 0 0 Stage 1 1073 1073 - 1314 1314 - - - - - - - Stage 2 677 1314 - 545 1074 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.18 - - 4.16 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.24 - - 2.23 - - Pot Cap-1 Maneuver 56 35 480 46 34 407 635 - - 522 - - Stage 1 239 299 - 170 230 - - - - - - - Stage 2 414 230 - 495 299 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 54 34 467 40 33 402 627 - - 522 - - Mov Cap-2 Maneuver 54 34 - 40 33 - - - - - - - Stage 1 234 294 - 168 228 - - - - - - - Stage 2 403 228 - 429 294 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 18.3 55.8 0.1 0 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 627 - - 328 73 522 - - HCM Lane V/C Ratio 0.01 - - 0.177 0.029 0.004 - - HCM Control Delay (s) 10.8 - - 18.3 55.8 11.9 - - HCM Lane LOS B - - C F B - - HCM 95th %tile Q(veh) 0 - - 0.6 0.1 0 - - HCM 6th TWSC Boeing Renton Apron E 10: Park Ave N & N 5th St Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 7 15 45 1 5 2 261 15 3 580 16 Future Vol, veh/h 18 7 15 45 1 5 2 261 15 3 580 16 Conflicting Peds, #/hr 7 0 8 6 0 5 8 0 6 5 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 180 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 15 15 15 0 0 0 7 7 7 4 4 4 Mvmt Flow 19 7 15 46 1 5 2 269 15 3 598 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 766 914 323 604 915 155 622 0 0 290 0 0 Stage 1 620 620 - 287 287 - - - - - - - Stage 2 146 294 - 317 628 - - - - - - - Critical Hdwy 7.8 6.8 7.2 7.5 6.5 6.9 4.24 - - 4.18 - - Critical Hdwy Stg 1 6.8 5.8 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.8 5.8 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.65 4.15 3.45 3.5 4 3.3 2.27 - - 2.24 - - Pot Cap-1 Maneuver 270 250 636 386 275 869 922 - - 1254 - - Stage 1 412 447 - 702 678 - - - - - - - Stage 2 805 637 - 674 479 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 262 245 626 361 269 858 915 - - 1247 - - Mov Cap-2 Maneuver 262 245 - 361 269 - - - - - - - Stage 1 407 442 - 696 672 - - - - - - - Stage 2 791 631 - 639 473 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.5 15.7 0.1 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 915 - - 330 361 629 1247 - - HCM Lane V/C Ratio 0.002 - - 0.125 0.129 0.01 0.002 - - HCM Control Delay (s) 8.9 0 - 17.5 16.4 10.8 7.9 0 - HCM Lane LOS A A - C C B A A - HCM 95th %tile Q(veh) 0 - - 0.4 0.4 0 0 - - HCM 6th TWSC Boeing Renton Apron E 11: N 5th St & Garden Ave N Future (2021) Without-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 23 2 24 147 12 Future Vol, veh/h 6 23 2 24 147 12 Conflicting Peds, #/hr 2 3 3 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 180 0 50 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 56 56 0 0 8 8 Mvmt Flow 7 27 2 28 171 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 215 184 188 0 - 0 Stage 1 181 - - - - - Stage 2 34 - - - - - Critical Hdwy 6.96 6.76 4.1 - - - Critical Hdwy Stg 1 5.96 - - - - - Critical Hdwy Stg 2 5.96 - - - - - Follow-up Hdwy 4.004 3.804 2.2 - - - Pot Cap-1 Maneuver 667 737 1398 - - - Stage 1 736 - - - - - Stage 2 866 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 662 733 1394 - - - Mov Cap-2 Maneuver 652 - - - - - Stage 1 733 - - - - - Stage 2 863 - - - - - Approach EB NB SB HCM Control Delay, s 10.2 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1394 - 652 733 - - HCM Lane V/C Ratio 0.002 - 0.011 0.036 - - HCM Control Delay (s) 7.6 - 10.6 10.1 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - HCM 6th Signalized Intersection Summary Boeing Renton Apron E 1: Logan Ave N & N 8th Ave Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 2 6 16 46 19 22 20 692 84 3 574 28 Future Volume (veh/h) 2 6 16 46 19 22 20 692 84 3 574 28 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.88 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1411 1411 1411 1707 1707 1707 1796 1796 1796 1826 1826 1826 Adj Flow Rate, veh/h 2 6 0 47 19 22 20 706 86 3 586 29 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 33 33 33 13 13 13 7 7 7 5 5 5 Cap, veh/h 4 179 59 162 127 36 1063 129 7 1140 56 Arrive On Green 0.00 0.07 0.00 0.04 0.10 0.10 0.02 0.68 0.68 0.00 0.66 0.66 Sat Flow, veh/h 1344 2681 1196 1626 1622 1266 1711 1566 191 1739 1723 85 Grp Volume(v), veh/h 2 6 0 47 19 22 20 0 792 3 0 615 Grp Sat Flow(s),veh/h/ln 1344 1340 1196 1626 1622 1266 1711 0 1757 1739 0 1808 Q Serve(g_s), s 0.2 0.2 0.0 3.2 1.2 1.8 1.3 0.0 29.0 0.2 0.0 19.2 Cycle Q Clear(g_c), s 0.2 0.2 0.0 3.2 1.2 1.8 1.3 0.0 29.0 0.2 0.0 19.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.11 1.00 0.05 Lane Grp Cap(c), veh/h 4 179 59 162 127 36 0 1193 7 0 1197 V/C Ratio(X) 0.55 0.03 0.80 0.12 0.17 0.56 0.00 0.66 0.43 0.00 0.51 Avail Cap(c_a), veh/h 197 539 238 326 254 250 0 1193 255 0 1197 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.99 0.99 0.99 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 54.8 48.0 0.0 52.6 45.1 45.3 53.4 0.0 10.3 54.7 0.0 9.5 Incr Delay (d2), s/veh 91.2 0.1 0.0 21.4 0.3 0.6 13.2 0.0 2.9 37.5 0.0 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.0 1.6 0.5 0.6 0.7 0.0 11.0 0.2 0.0 7.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 146.0 48.1 0.0 74.0 45.4 46.0 66.5 0.0 13.3 92.1 0.0 11.1 LnGrp LOS F D E D D E A B F A B Approach Vol, veh/h 8 A 88 812 618 Approach Delay, s/veh 72.6 60.8 14.6 11.5 Approach LOS E E B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 9.9 13.2 8.2 78.7 6.2 16.9 6.3 80.6 Change Period (Y+Rc), s * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 Max Green Setting (Gmax), s * 16 * 22 * 16 * 32 * 16 * 22 * 16 * 32 Max Q Clear Time (g_c+I1), s 5.2 2.2 3.3 21.2 2.2 3.8 2.2 31.0 Green Ext Time (p_c), s 0.1 0.0 0.0 3.1 0.0 0.1 0.0 0.6 Intersection Summary HCM 6th Ctrl Delay 16.3 HCM 6th LOS B Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 2: Park Ave N & N 8th Ave Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 11 64 16 76 68 15 16 400 163 32 192 7 Future Volume (veh/h) 11 64 16 76 68 15 16 400 163 32 192 7 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.95 0.94 0.96 0.96 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1633 1633 1633 1767 1767 1767 1826 1826 1826 1796 1796 1796 Adj Flow Rate, veh/h 12 67 17 80 72 16 17 421 172 34 202 7 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 18 18 18 9 9 9 5 5 5 7 7 7 Cap, veh/h 175 183 44 223 319 68 33 1529 617 52 2187 75 Arrive On Green 0.01 0.07 0.07 0.06 0.12 0.12 0.02 0.64 0.64 0.03 0.65 0.65 Sat Flow, veh/h 1555 2444 590 1682 2729 583 1739 2395 967 1711 3363 116 Grp Volume(v), veh/h 12 41 43 80 43 45 17 303 290 34 102 107 Grp Sat Flow(s),veh/h/ln1555 1552 1483 1682 1678 1634 1739 1735 1628 1711 1706 1773 Q Serve(g_s), s 0.7 2.5 2.7 4.3 2.3 2.5 1.0 7.7 7.8 2.0 2.2 2.2 Cycle Q Clear(g_c), s 0.7 2.5 2.7 4.3 2.3 2.5 1.0 7.7 7.8 2.0 2.2 2.2 Prop In Lane 1.00 0.40 1.00 0.36 1.00 0.59 1.00 0.07 Lane Grp Cap(c), veh/h 175 116 111 223 196 191 33 1107 1039 52 1110 1152 V/C Ratio(X) 0.07 0.36 0.39 0.36 0.22 0.23 0.52 0.27 0.28 0.65 0.09 0.09 Avail Cap(c_a), veh/h 308 310 297 297 336 327 174 1107 1039 257 1110 1152 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.98 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.8 44.0 44.1 38.6 40.0 40.1 48.6 7.9 8.0 47.9 6.5 6.5 Incr Delay (d2), s/veh 0.1 0.7 0.8 0.4 0.2 0.2 4.5 0.6 0.6 5.0 0.2 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 1.0 1.0 1.8 1.0 1.0 0.5 2.8 2.7 0.9 0.8 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 41.9 44.7 44.9 39.0 40.2 40.3 53.1 8.5 8.6 52.9 6.7 6.7 LnGrp LOS D D D D D D D A A D A A Approach Vol, veh/h 96 168 610 243 Approach Delay, s/veh 44.4 39.7 9.8 13.1 Approach LOS D D A B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s10.6 12.5 6.9 70.0 6.4 16.7 8.1 68.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s10.0 20.0 10.0 40.0 10.0 20.0 15.0 35.0 Max Q Clear Time (g_c+I1), s6.3 4.7 3.0 4.2 2.7 4.5 4.0 9.8 Green Ext Time (p_c), s 0.0 0.2 0.0 1.2 0.0 0.2 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B HCM 6th Signalized Intersection Summary Boeing Renton Apron E 3: Garden Ave N & N 8th St Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 246 20 161 158 6 109 Future Volume (veh/h) 246 20 161 158 6 109 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1811 1811 1856 1856 1722 1722 Adj Flow Rate, veh/h 262 21 171 168 6 116 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 6 6 3 3 12 12 Cap, veh/h 1168 93 654 649 204 181 Arrive On Green 0.36 0.36 0.36 0.36 0.12 0.12 Sat Flow, veh/h 3318 257 846 1878 1640 1459 Grp Volume(v), veh/h 139 144 195 144 6 116 Grp Sat Flow(s),veh/h/ln1721 1764 1035 1604 1640 1459 Q Serve(g_s), s 1.1 1.1 2.2 1.2 0.1 1.5 Cycle Q Clear(g_c), s 1.1 1.1 3.3 1.2 0.1 1.5 Prop In Lane 0.15 0.88 1.00 1.00 Lane Grp Cap(c), veh/h 623 638 722 580 204 181 V/C Ratio(X) 0.22 0.23 0.27 0.25 0.03 0.64 Avail Cap(c_a), veh/h 2300 2357 1836 2144 1602 1426 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 4.3 4.3 5.2 4.4 7.5 8.1 Incr Delay (d2), s/veh 0.4 0.4 0.3 0.3 0.1 5.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 0.2 0.2 0.1 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 4.7 4.7 5.5 4.7 7.6 13.4 LnGrp LOS A A A A A B Approach Vol, veh/h 283 339 122 Approach Delay, s/veh 4.7 5.1 13.1 Approach LOS A A B Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 12.0 7.4 12.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 26.0 19.0 26.0 Max Q Clear Time (g_c+I1), s 5.3 3.5 3.1 Green Ext Time (p_c), s 2.9 0.5 3.0 Intersection Summary HCM 6th Ctrl Delay 6.3 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 4: N 6th St & Boeing Rd Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 6 22 32 71 31 1 Future Vol, veh/h 6 22 32 71 31 1 Conflicting Peds, #/hr 24 0 0 0 0 24 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 160 - - - - - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles, % 21 21 3 3 17 17 Mvmt Flow 8 29 42 92 40 1 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 158 0 - 0 157 136 Stage 1 - - - - 112 - Stage 2 - - - - 45 - Critical Hdwy 4.31 - - - 6.57 6.37 Critical Hdwy Stg 1 - - - - 5.57 - Critical Hdwy Stg 2 - - - - 5.57 - Follow-up Hdwy 2.389 - - - 3.653 3.453 Pot Cap-1 Maneuver 1314 - - - 800 874 Stage 1 - - - - 877 - Stage 2 - - - - 940 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1284 - - - 759 835 Mov Cap-2 Maneuver - - - - 759 - Stage 1 - - - - 852 - Stage 2 - - - - 918 - Approach EB WB SB HCM Control Delay, s 1.7 0 10 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1284 - - - 761 HCM Lane V/C Ratio 0.006 - - - 0.055 HCM Control Delay (s) 7.8 - - - 10 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.2 HCM 6th Signalized Intersection Summary Boeing Renton Apron E 5: Logan Ave N & N 6th St Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 18 33 22 30 12 56 800 310 10 592 17 Future Volume (veh/h) 0 18 33 22 30 12 56 800 310 10 592 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1589 1589 1589 1781 1781 1781 1811 1811 1811 1841 1841 1841 Adj Flow Rate, veh/h 0 19 0 24 32 13 60 860 333 11 637 18 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 21 21 21 8 8 8 6 6 6 4 4 4 Cap, veh/h 1 295 40 453 376 77 1080 909 23 1959 55 Arrive On Green 0.00 0.19 0.00 0.02 0.25 0.25 0.04 0.60 0.60 0.01 0.56 0.56 Sat Flow, veh/h 1513 1589 1346 1697 1781 1477 1725 1811 1526 1753 3472 98 Grp Volume(v), veh/h 0 19 0 24 32 13 60 860 333 11 321 334 Grp Sat Flow(s),veh/h/ln 1513 1589 1346 1697 1781 1477 1725 1811 1526 1753 1749 1822 Q Serve(g_s), s 0.0 1.1 0.0 1.5 1.5 0.7 3.8 40.2 12.4 0.7 10.8 10.8 Cycle Q Clear(g_c), s 0.0 1.1 0.0 1.5 1.5 0.7 3.8 40.2 12.4 0.7 10.8 10.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.05 Lane Grp Cap(c), veh/h 1 295 40 453 376 77 1080 909 23 987 1028 V/C Ratio(X) 0.00 0.06 0.60 0.07 0.03 0.78 0.80 0.37 0.48 0.32 0.33 Avail Cap(c_a), veh/h 206 376 262 453 376 282 1080 909 239 987 1028 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 0.00 0.89 0.89 0.89 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 36.9 0.0 53.2 31.1 30.8 52.0 17.1 11.5 53.9 12.8 12.8 Incr Delay (d2), s/veh 0.0 0.1 0.0 12.1 0.3 0.2 15.2 6.1 1.1 15.0 0.9 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.4 0.0 0.8 0.7 0.3 2.0 17.3 4.3 0.4 4.3 4.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 37.0 0.0 65.3 31.4 31.0 67.2 23.2 12.6 69.0 13.7 13.6 LnGrp LOS A D E C C E C B E B B Approach Vol, veh/h 19 A 69 1253 666 Approach Delay, s/veh 37.0 43.1 22.5 14.6 Approach LOS D D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 7.6 25.4 9.9 67.1 0.0 33.0 6.4 70.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 26.0 18.0 29.0 15.0 28.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 3.5 3.1 5.8 12.8 0.0 3.5 2.7 42.2 Green Ext Time (p_c), s 0.0 0.0 0.1 3.7 0.0 0.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 20.7 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 6: Park Ave N & N 6th St Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 107 95 32 8 29 6 91 493 17 17 159 56 Future Volume (veh/h) 107 95 32 8 29 6 91 493 17 17 159 56 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.94 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1826 1826 1826 1693 1693 1693 1870 1870 1870 1767 1767 1767 Adj Flow Rate, veh/h 113 100 34 8 31 6 96 519 18 18 167 59 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 5 5 5 14 14 14 2 2 2 9 9 9 Cap, veh/h 142 368 119 16 99 19 123 2015 70 35 1290 439 Arrive On Green 0.08 0.14 0.14 0.01 0.07 0.07 0.07 0.58 0.58 0.02 0.53 0.53 Sat Flow, veh/h 1739 2555 825 1612 1361 263 1781 3502 121 1682 2449 833 Grp Volume(v), veh/h 113 66 68 8 0 37 96 263 274 18 112 114 Grp Sat Flow(s),veh/h/ln1739 1735 1646 1612 0 1625 1781 1777 1847 1682 1678 1604 Q Serve(g_s), s 5.1 2.7 2.9 0.4 0.0 1.7 4.2 5.9 5.9 0.8 2.7 2.9 Cycle Q Clear(g_c), s 5.1 2.7 2.9 0.4 0.0 1.7 4.2 5.9 5.9 0.8 2.7 2.9 Prop In Lane 1.00 0.50 1.00 0.16 1.00 0.07 1.00 0.52 Lane Grp Cap(c), veh/h 142 250 237 16 0 118 123 1022 1062 35 884 845 V/C Ratio(X) 0.80 0.27 0.29 0.49 0.00 0.31 0.78 0.26 0.26 0.52 0.13 0.13 Avail Cap(c_a), veh/h 152 477 453 141 0 447 223 1022 1062 168 884 845 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 1.00 0.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 36.1 30.5 30.6 39.4 0.0 35.2 36.6 8.5 8.5 38.8 9.6 9.6 Incr Delay (d2), s/veh 21.9 0.2 0.2 8.1 0.0 0.6 4.0 0.6 0.6 4.4 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.0 1.1 1.2 0.2 0.0 0.7 1.9 2.2 2.3 0.4 1.0 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.0 30.7 30.8 47.5 0.0 35.8 40.7 9.1 9.1 43.1 9.9 10.0 LnGrp LOS E C C D A D D A A D A A Approach Vol, veh/h 247 45 633 244 Approach Delay, s/veh 43.2 37.8 13.9 12.4 Approach LOS D D B B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s11.5 10.8 10.5 47.1 5.8 16.5 6.6 51.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s7.0 22.0 10.0 21.0 7.0 22.0 8.0 23.0 Max Q Clear Time (g_c+I1), s7.1 3.7 6.2 4.9 2.4 4.9 2.8 7.9 Green Ext Time (p_c), s 0.0 0.1 0.0 0.7 0.0 0.4 0.0 1.9 Intersection Summary HCM 6th Ctrl Delay 20.7 HCM 6th LOS C HCM 6th Signalized Intersection Summary Boeing Renton Apron E 7: Garden Ave N & N 6th St Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 82 5 45 0 4 5 19 110 4 0 59 12 Future Volume (veh/h) 82 5 45 0 4 5 19 110 4 0 59 12 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1767 1767 1767 0 1070 1070 1856 1856 1856 1870 1870 1870 Adj Flow Rate, veh/h 86 5 47 0 4 5 20 116 4 0 62 13 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 9 9 9 0 56 56 3 3 3 2 2 2 Cap, veh/h 499 22 308 0 216 193 45 805 28 241 385 81 Arrive On Green 0.21 0.21 0.21 0.00 0.21 0.21 0.03 0.45 0.45 0.00 0.26 0.26 Sat Flow, veh/h 1244 105 1449 0 1070 905 1767 1782 61 1272 1487 312 Grp Volume(v), veh/h 91 0 47 0 4 5 20 0 120 0 0 75 Grp Sat Flow(s),veh/h/ln1348 0 1449 0 1017 905 1767 0 1843 1272 0 1799 Q Serve(g_s), s 1.6 0.0 0.8 0.0 0.1 0.1 0.3 0.0 1.1 0.0 0.0 1.0 Cycle Q Clear(g_c), s 1.7 0.0 0.8 0.0 0.1 0.1 0.3 0.0 1.1 0.0 0.0 1.0 Prop In Lane 0.95 1.00 0.00 1.00 1.00 0.03 1.00 0.17 Lane Grp Cap(c), veh/h 522 0 308 0 216 193 45 0 833 241 0 465 V/C Ratio(X) 0.17 0.00 0.15 0.00 0.02 0.03 0.44 0.00 0.14 0.00 0.00 0.16 Avail Cap(c_a), veh/h 1092 0 923 0 648 576 296 0 1916 808 0 1266 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 9.9 0.0 9.5 0.0 9.3 9.3 14.3 0.0 4.8 0.0 0.0 8.6 Incr Delay (d2), s/veh 0.2 0.0 0.2 0.0 0.0 0.1 6.6 0.0 0.2 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 0.0 0.2 0.0 0.0 0.0 0.2 0.0 0.3 0.0 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.1 0.0 9.8 0.0 9.3 9.3 21.0 0.0 5.0 0.0 0.0 8.9 LnGrp LOS B A A A A A C A A A A A Approach Vol, veh/h 138 9 140 75 Approach Delay, s/veh 10.0 9.3 7.2 8.9 Approach LOS A A A A Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 11.4 5.8 12.7 11.4 18.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 5.0 21.0 19.0 31.0 Max Q Clear Time (g_c+I1), s 2.1 2.3 3.0 3.7 3.1 Green Ext Time (p_c), s 0.0 0.0 0.5 0.5 1.2 Intersection Summary HCM 6th Ctrl Delay 8.7 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 8: E7 (North) & Logan Ave N Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 2 1158 10 0 651 Future Vol, veh/h 0 2 1158 10 0 651 Conflicting Peds, #/hr 6 6 0 6 6 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 95 95 95 95 95 95 Heavy Vehicles, % 0 0 7 7 7 7 Mvmt Flow 0 2 1219 11 0 685 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 627 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 7.1 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.9 - - - - Pot Cap-1 Maneuver 0 369 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 365 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 14.9 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 365 - HCM Lane V/C Ratio - - 0.006 - HCM Control Delay (s) - - 14.9 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - HCM 6th TWSC Boeing Renton Apron E 9: Logan Ave N & E7 (South)Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 4 0 1166 18 2 650 Future Vol, veh/h 4 0 1166 18 2 650 Conflicting Peds, #/hr 2 2 0 2 2 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 25 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 6 6 5 5 Mvmt Flow 4 0 1240 19 2 691 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1604 634 0 0 1261 0 Stage 1 1252 - - - - - Stage 2 352 - - - - - Critical Hdwy 6.8 6.9 - - 4.2 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.25 - Pot Cap-1 Maneuver 98 427 - - 531 - Stage 1 237 - - - - - Stage 2 689 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 97 425 - - 530 - Mov Cap-2 Maneuver 192 - - - - - Stage 1 237 - - - - - Stage 2 685 - - - - - Approach WB NB SB HCM Control Delay, s 24.2 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 192 530 - HCM Lane V/C Ratio - - 0.022 0.004 - HCM Control Delay (s) - - 24.2 11.8 - HCM Lane LOS - - C B - HCM 95th %tile Q(veh) - - 0.1 0 - HCM 6th TWSC Boeing Renton Apron E 10: Park Ave N & N 5th St Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 6 11 3 0 4 6 649 31 3 177 2 Future Vol, veh/h 20 6 11 3 0 4 6 649 31 3 177 2 Conflicting Peds, #/hr 1 0 4 5 0 2 4 0 5 2 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 180 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 0 0 0 0 0 3 3 3 8 8 8 Mvmt Flow 21 6 11 3 0 4 6 676 32 3 184 2 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 547 920 102 815 905 361 190 0 0 713 0 0 Stage 1 195 195 - 709 709 - - - - - - - Stage 2 352 725 - 106 196 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.16 - - 4.26 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.23 - - 2.28 - - Pot Cap-1 Maneuver 424 273 940 273 278 641 1374 - - 844 - - Stage 1 794 743 - 396 440 - - - - - - - Stage 2 643 433 - 894 742 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 416 268 932 260 272 637 1369 - - 840 - - Mov Cap-2 Maneuver 416 268 - 260 272 - - - - - - - Stage 1 785 737 - 391 435 - - - - - - - Stage 2 633 428 - 868 736 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.7 14.3 0.1 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1369 - - 450 260 637 840 - - HCM Lane V/C Ratio 0.005 - - 0.086 0.012 0.007 0.004 - - HCM Control Delay (s) 7.6 0 - 13.7 19 10.7 9.3 0 - HCM Lane LOS A A - B C B A A - HCM 95th %tile Q(veh) 0 - - 0.3 0 0 0 - - HCM 6th TWSC Boeing Renton Apron E 11: N 5th St & Garden Ave N Future (2021) With-Project Weekday AM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 0 2 152 15 5 Future Vol, veh/h 8 0 2 152 15 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 180 0 50 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 18 18 5 5 12 12 Mvmt Flow 9 0 2 175 17 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 199 20 23 0 - 0 Stage 1 20 - - - - - Stage 2 179 - - - - - Critical Hdwy 6.58 6.38 4.15 - - - Critical Hdwy Stg 1 5.58 - - - - - Critical Hdwy Stg 2 5.58 - - - - - Follow-up Hdwy 3.662 3.462 2.245 - - - Pot Cap-1 Maneuver 755 1013 1573 - - - Stage 1 963 - - - - - Stage 2 815 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 754 1013 1573 - - - Mov Cap-2 Maneuver 731 - - - - - Stage 1 962 - - - - - Stage 2 815 - - - - - Approach EB NB SB HCM Control Delay, s 10 0.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1573 - 731 - - - HCM Lane V/C Ratio 0.001 - 0.013 - - - HCM Control Delay (s) 7.3 - 10 0 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0 - 0 - - - HCM 6th Signalized Intersection Summary Boeing Renton Apron E 1: Logan Ave N & N 8th Ave Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 28 30 17 77 4 61 6 840 94 17 664 8 Future Volume (veh/h) 28 30 17 77 4 61 6 840 94 17 664 8 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.91 1.00 0.98 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1737 1737 1737 1885 1885 1885 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 31 33 0 85 4 67 7 923 103 19 730 9 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 11 11 11 1 1 1 3 3 3 4 4 4 Cap, veh/h 46 226 109 182 148 15 1041 116 35 1174 14 Arrive On Green 0.03 0.07 0.00 0.06 0.10 0.10 0.01 0.64 0.64 0.02 0.65 0.65 Sat Flow, veh/h 1654 3300 1472 1795 1791 1456 1767 1637 183 1753 1814 22 Grp Volume(v), veh/h 31 33 0 85 4 67 7 0 1026 19 0 739 Grp Sat Flow(s),veh/h/ln 1654 1650 1472 1795 1791 1456 1767 0 1819 1753 0 1836 Q Serve(g_s), s 2.0 1.0 0.0 5.1 0.2 4.8 0.4 0.0 51.8 1.2 0.0 26.1 Cycle Q Clear(g_c), s 2.0 1.0 0.0 5.1 0.2 4.8 0.4 0.0 51.8 1.2 0.0 26.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 0.01 Lane Grp Cap(c), veh/h 46 226 109 182 148 15 0 1157 35 0 1189 V/C Ratio(X) 0.67 0.15 0.78 0.02 0.45 0.45 0.00 0.89 0.54 0.00 0.62 Avail Cap(c_a), veh/h 242 663 263 360 293 259 0 1157 257 0 1189 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.94 0.94 0.94 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 53.0 48.2 0.0 50.9 44.5 46.5 54.3 0.0 16.7 53.4 0.0 11.5 Incr Delay (d2), s/veh 15.7 0.3 0.0 10.6 0.0 2.0 19.3 0.0 10.1 12.3 0.0 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.4 0.0 2.6 0.1 1.8 0.3 0.0 22.7 0.6 0.0 10.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.7 48.5 0.0 61.5 44.5 48.6 73.5 0.0 26.9 65.7 0.0 13.9 LnGrp LOS E D E D D E A C E A B Approach Vol, veh/h 64 A 156 1033 758 Approach Delay, s/veh 58.3 55.5 27.2 15.2 Approach LOS E E C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 12.6 13.4 6.9 77.1 9.0 17.1 8.1 75.9 Change Period (Y+Rc), s * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 * 5.9 Max Green Setting (Gmax), s * 16 * 22 * 16 * 32 * 16 * 22 * 16 * 32 Max Q Clear Time (g_c+I1), s 7.1 3.0 2.4 28.1 4.0 6.8 3.2 53.8 Green Ext Time (p_c), s 0.1 0.1 0.0 1.8 0.0 0.3 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 25.8 HCM 6th LOS C Notes * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 2: Park Ave N & N 8th Ave Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 59 69 18 139 82 63 27 410 75 93 307 39 Future Volume (veh/h) 59 69 18 139 82 63 27 410 75 93 307 39 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.93 0.91 0.95 0.94 1.00 0.97 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1648 1648 1648 1885 1885 1885 1841 1841 1841 1841 1841 1841 Adj Flow Rate, veh/h 65 76 20 153 90 69 30 451 82 102 337 43 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 17 17 17 1 1 1 4 4 4 4 4 4 Cap, veh/h 246 244 61 324 288 195 50 1571 283 128 1801 228 Arrive On Green 0.05 0.10 0.10 0.09 0.15 0.15 0.01 0.18 0.18 0.07 0.58 0.58 Sat Flow, veh/h 1570 2433 604 1795 1985 1347 1753 2942 531 1753 3111 393 Grp Volume(v), veh/h 65 47 49 153 80 79 30 267 266 102 188 192 Grp Sat Flow(s),veh/h/ln1570 1566 1471 1795 1791 1541 1753 1749 1724 1753 1749 1755 Q Serve(g_s), s 3.7 2.8 3.1 7.4 4.0 4.6 1.7 13.2 13.4 5.7 5.1 5.2 Cycle Q Clear(g_c), s 3.7 2.8 3.1 7.4 4.0 4.6 1.7 13.2 13.4 5.7 5.1 5.2 Prop In Lane 1.00 0.41 1.00 0.87 1.00 0.31 1.00 0.22 Lane Grp Cap(c), veh/h 246 157 147 324 260 224 50 934 920 128 1012 1016 V/C Ratio(X) 0.26 0.30 0.33 0.47 0.31 0.35 0.61 0.29 0.29 0.79 0.19 0.19 Avail Cap(c_a), veh/h 329 313 294 338 358 308 175 934 920 263 1012 1016 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.97 0.97 0.97 0.95 0.95 0.95 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.9 41.7 41.9 34.4 38.2 38.5 49.0 24.6 24.7 45.6 9.9 10.0 Incr Delay (d2), s/veh 0.2 0.4 0.5 0.4 0.2 0.3 4.1 0.7 0.8 4.1 0.4 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.4 1.1 1.1 3.2 1.8 1.8 0.8 6.4 6.4 2.6 2.0 2.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.1 42.1 42.3 34.8 38.5 38.9 53.1 25.4 25.5 49.7 10.3 10.4 LnGrp LOS D D D C D D D C C D B B Approach Vol, veh/h 161 312 563 482 Approach Delay, s/veh 40.6 36.8 26.9 18.7 Approach LOS D D C B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s14.3 15.0 7.8 62.9 9.8 19.5 12.3 58.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s10.0 20.0 10.0 40.0 10.0 20.0 15.0 35.0 Max Q Clear Time (g_c+I1), s9.4 5.1 3.7 7.2 5.7 6.6 7.7 15.4 Green Ext Time (p_c), s 0.0 0.2 0.0 2.4 0.0 0.4 0.1 3.2 Intersection Summary HCM 6th Ctrl Delay 27.8 HCM 6th LOS C HCM 6th Signalized Intersection Summary Boeing Renton Apron E 3: Garden Ave N & N 8th St Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 224 13 41 256 17 263 Future Volume (veh/h) 224 13 41 256 17 263 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1767 1767 1826 1826 1885 1885 Adj Flow Rate, veh/h 260 15 48 298 20 306 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 9 9 5 5 1 1 Cap, veh/h 892 51 268 825 506 451 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 3314 185 249 3065 1795 1598 Grp Volume(v), veh/h 135 140 189 157 20 306 Grp Sat Flow(s),veh/h/ln1678 1733 1652 1578 1795 1598 Q Serve(g_s), s 1.4 1.4 0.0 1.8 0.2 3.9 Cycle Q Clear(g_c), s 1.4 1.4 1.9 1.8 0.2 3.9 Prop In Lane 0.11 0.25 1.00 1.00 Lane Grp Cap(c), veh/h 464 479 656 436 506 451 V/C Ratio(X) 0.29 0.29 0.29 0.36 0.04 0.68 Avail Cap(c_a), veh/h 1852 1912 1939 1742 1585 1411 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 6.4 6.5 6.6 6.6 5.9 7.2 Incr Delay (d2), s/veh 0.7 0.7 0.3 0.7 0.0 2.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 0.3 0.4 0.4 0.0 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 7.2 7.2 7.0 7.3 5.9 9.8 LnGrp LOS A A A A A A Approach Vol, veh/h 275 346 326 Approach Delay, s/veh 7.2 7.1 9.5 Approach LOS A A A Timer - Assigned Phs 4 6 8 Phs Duration (G+Y+Rc), s 11.3 11.4 11.3 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 25.0 20.0 25.0 Max Q Clear Time (g_c+I1), s 3.9 5.9 3.4 Green Ext Time (p_c), s 2.8 1.5 2.8 Intersection Summary HCM 6th Ctrl Delay 8.0 HCM 6th LOS A Notes User approved ignoring U-Turning movement. HCM 6th TWSC Boeing Renton Apron E 4: N 6th St & Boeing Rd Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 6.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 37 34 12 107 2 Future Vol, veh/h 3 37 34 12 107 2 Conflicting Peds, #/hr 33 0 0 0 0 33 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 160 - - - - - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 73 73 73 73 73 73 Heavy Vehicles, % 10 10 12 12 5 5 Mvmt Flow 4 51 47 16 147 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 96 0 - 0 147 121 Stage 1 - - - - 88 - Stage 2 - - - - 59 - Critical Hdwy 4.2 - - - 6.45 6.25 Critical Hdwy Stg 1 - - - - 5.45 - Critical Hdwy Stg 2 - - - - 5.45 - Follow-up Hdwy 2.29 - - - 3.545 3.345 Pot Cap-1 Maneuver 1449 - - - 838 922 Stage 1 - - - - 928 - Stage 2 - - - - 956 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1403 - - - 784 865 Mov Cap-2 Maneuver - - - - 784 - Stage 1 - - - - 896 - Stage 2 - - - - 926 - Approach EB WB SB HCM Control Delay, s 0.6 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1403 - - - 785 HCM Lane V/C Ratio 0.003 - - - 0.19 HCM Control Delay (s) 7.6 - - - 10.7 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.7 HCM 6th Signalized Intersection Summary Boeing Renton Apron E 5: Logan Ave N & N 6th St Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 16 44 88 155 10 15 30 936 230 8 751 10 Future Volume (veh/h) 16 44 88 155 10 15 30 936 230 8 751 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 0.99 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1796 1796 1796 1870 1870 1870 1826 1826 1826 1841 1841 1841 Adj Flow Rate, veh/h 17 46 0 163 11 16 32 985 242 8 791 11 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 7 7 7 2 2 2 5 5 5 4 4 4 Cap, veh/h 32 295 194 476 396 49 978 821 17 1825 25 Arrive On Green 0.02 0.16 0.00 0.11 0.25 0.25 0.03 0.54 0.54 0.01 0.52 0.52 Sat Flow, veh/h 1711 1796 1522 1781 1870 1554 1739 1826 1533 1753 3531 49 Grp Volume(v), veh/h 17 46 0 163 11 16 32 985 242 8 392 410 Grp Sat Flow(s),veh/h/ln 1711 1796 1522 1781 1870 1554 1739 1826 1533 1753 1749 1831 Q Serve(g_s), s 1.1 2.4 0.0 9.9 0.5 0.9 2.0 58.9 9.6 0.5 15.3 15.3 Cycle Q Clear(g_c), s 1.1 2.4 0.0 9.9 0.5 0.9 2.0 58.9 9.6 0.5 15.3 15.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.03 Lane Grp Cap(c), veh/h 32 295 194 476 396 49 978 821 17 904 946 V/C Ratio(X) 0.54 0.16 0.84 0.02 0.04 0.65 1.01 0.29 0.46 0.43 0.43 Avail Cap(c_a), veh/h 233 425 275 476 396 285 978 821 239 904 946 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 0.98 0.98 0.98 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.5 39.4 0.0 48.1 30.7 30.9 52.9 25.6 14.1 54.2 16.5 16.5 Incr Delay (d2), s/veh 13.6 0.2 0.0 14.4 0.1 0.2 13.4 30.7 0.9 18.1 1.5 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.1 0.0 5.1 0.2 0.3 1.1 32.2 3.5 0.3 6.4 6.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.1 39.7 0.0 62.5 30.8 31.1 66.3 56.2 15.0 72.2 18.1 18.0 LnGrp LOS E D E C C E F B E B B Approach Vol, veh/h 63 A 190 1259 810 Approach Delay, s/veh 47.1 58.0 48.6 18.6 Approach LOS D E D B Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 17.0 23.1 8.1 61.9 7.0 33.0 6.1 63.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 26.0 18.0 29.0 15.0 28.0 15.0 32.0 Max Q Clear Time (g_c+I1), s 11.9 4.4 4.0 17.3 3.1 2.9 2.5 60.9 Green Ext Time (p_c), s 0.2 0.2 0.0 3.9 0.0 0.1 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 38.8 HCM 6th LOS D Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. HCM 6th Signalized Intersection Summary Boeing Renton Apron E 6: Park Ave N & N 6th St Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 223 113 152 21 22 2 19 278 6 6 532 59 Future Volume (veh/h) 223 113 152 21 22 2 19 278 6 6 532 59 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.94 1.00 0.99 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1856 1856 1752 1752 1752 1856 1856 1856 1841 1841 1841 Adj Flow Rate, veh/h 228 115 155 21 22 2 19 284 6 6 543 60 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 10 10 10 3 3 3 4 4 4 Cap, veh/h 230 279 244 37 79 7 36 2161 46 13 1902 210 Arrive On Green 0.13 0.16 0.16 0.02 0.05 0.05 0.02 0.61 0.61 0.00 0.20 0.20 Sat Flow, veh/h 1767 1763 1543 1668 1572 143 1767 3530 74 1753 3174 350 Grp Volume(v), veh/h 228 115 155 21 0 24 19 142 148 6 298 305 Grp Sat Flow(s),veh/h/ln1767 1763 1543 1668 0 1715 1767 1763 1841 1753 1749 1775 Q Serve(g_s), s 12.9 5.9 9.4 1.2 0.0 1.3 1.1 3.4 3.4 0.3 14.5 14.6 Cycle Q Clear(g_c), s 12.9 5.9 9.4 1.2 0.0 1.3 1.1 3.4 3.4 0.3 14.5 14.6 Prop In Lane 1.00 1.00 1.00 0.08 1.00 0.04 1.00 0.20 Lane Grp Cap(c), veh/h 230 279 244 37 0 86 36 1079 1127 13 1048 1064 V/C Ratio(X) 0.99 0.41 0.64 0.57 0.00 0.28 0.52 0.13 0.13 0.45 0.28 0.29 Avail Cap(c_a), veh/h 230 388 339 217 0 377 177 1079 1127 140 1048 1064 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 0.97 0.97 0.97 1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 Uniform Delay (d), s/veh 43.5 37.9 39.4 48.4 0.0 45.7 48.5 8.2 8.2 49.7 21.9 21.9 Incr Delay (d2), s/veh 56.2 0.4 1.0 5.0 0.0 0.6 4.3 0.3 0.2 8.1 0.7 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln9.2 2.5 3.6 0.6 0.0 0.6 0.5 1.3 1.3 0.2 6.9 7.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 99.7 38.3 40.4 53.5 0.0 46.4 52.8 8.4 8.4 57.8 22.6 22.6 LnGrp LOS F D D D A D D A A E C C Approach Vol, veh/h 498 45 309 609 Approach Delay, s/veh 67.1 49.7 11.2 22.9 Approach LOS E D B C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s18.0 10.0 7.1 64.9 7.2 20.8 5.8 66.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s13.0 22.0 10.0 35.0 13.0 22.0 8.0 37.0 Max Q Clear Time (g_c+I1), s14.9 3.3 3.1 16.6 3.2 11.4 2.3 5.4 Green Ext Time (p_c), s 0.0 0.0 0.0 2.3 0.0 0.8 0.0 1.1 Intersection Summary HCM 6th Ctrl Delay 36.3 HCM 6th LOS D HCM 6th Signalized Intersection Summary Boeing Renton Apron E 7: Garden Ave N & N 6th St Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 94 2 23 0 3 1 8 75 0 0 101 34 Future Volume (veh/h) 94 2 23 0 3 1 8 75 0 0 101 34 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.99 1.00 1.00 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1752 1752 1752 0 1693 1693 1900 1900 1900 1737 1737 1737 Adj Flow Rate, veh/h 111 2 27 0 4 1 9 88 0 0 119 40 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 10 10 10 0 14 14 0 0 0 11 11 11 Cap, veh/h 518 7 304 0 537 129 22 838 0 252 314 105 Arrive On Green 0.21 0.21 0.21 0.00 0.21 0.21 0.01 0.44 0.00 0.00 0.25 0.25 Sat Flow, veh/h 1284 34 1455 0 2653 615 1810 1900 0 1216 1234 415 Grp Volume(v), veh/h 113 0 27 0 2 3 9 88 0 0 0 159 Grp Sat Flow(s),veh/h/ln1318 0 1455 0 1608 1575 1810 1900 0 1216 0 1648 Q Serve(g_s), s 2.1 0.0 0.4 0.0 0.0 0.0 0.1 0.8 0.0 0.0 0.0 2.3 Cycle Q Clear(g_c), s 2.1 0.0 0.4 0.0 0.0 0.0 0.1 0.8 0.0 0.0 0.0 2.3 Prop In Lane 0.98 1.00 0.00 0.39 1.00 0.00 1.00 0.25 Lane Grp Cap(c), veh/h 525 0 304 0 336 330 22 838 0 252 0 419 V/C Ratio(X) 0.22 0.00 0.09 0.00 0.01 0.01 0.41 0.10 0.00 0.00 0.00 0.38 Avail Cap(c_a), veh/h 1124 0 966 0 1068 1046 316 2059 0 835 0 1210 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 9.8 0.0 9.1 0.0 9.0 9.0 14.0 4.7 0.0 0.0 0.0 8.8 Incr Delay (d2), s/veh 0.2 0.0 0.1 0.0 0.0 0.0 12.0 0.1 0.0 0.0 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.5 0.0 0.1 0.0 0.0 0.0 0.1 0.2 0.0 0.0 0.0 0.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.0 0.0 9.2 0.0 9.0 9.0 26.0 4.8 0.0 0.0 0.0 10.0 LnGrp LOS A A A A A A C A A A A B Approach Vol, veh/h 140 5 97 159 Approach Delay, s/veh 9.8 9.0 6.8 10.0 Approach LOS A A A B Timer - Assigned Phs 2 3 4 6 8 Phs Duration (G+Y+Rc), s 11.0 5.3 12.3 11.0 17.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 5.0 21.0 19.0 31.0 Max Q Clear Time (g_c+I1), s 2.0 2.1 4.3 4.1 2.8 Green Ext Time (p_c), s 0.0 0.0 1.3 0.5 0.8 Intersection Summary HCM 6th Ctrl Delay 9.2 HCM 6th LOS A HCM 6th TWSC Boeing Renton Apron E 8: E7 (North) & Logan Ave N Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 1176 0 0 991 Future Vol, veh/h 0 1 1176 0 0 991 Conflicting Peds, #/hr 2 2 0 2 2 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 93 93 93 93 93 93 Heavy Vehicles, % 100 100 4 4 4 4 Mvmt Flow 0 1 1265 0 0 1066 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 637 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 9.1 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 4.9 - - - - Pot Cap-1 Maneuver 0 220 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 219 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 21.5 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 219 - HCM Lane V/C Ratio - - 0.005 - HCM Control Delay (s) - - 21.5 - HCM Lane LOS - - C - HCM 95th %tile Q(veh) - - 0 - HCM 6th TWSC Boeing Renton Apron E 9: Logan Ave N & E7 (South)Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 14 4 1211 4 2 989 Future Vol, veh/h 14 4 1211 4 2 989 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 - - - 25 - Veh in Median Storage, # 1 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 0 4 4 3 3 Mvmt Flow 15 4 1302 4 2 1063 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1840 653 0 0 1306 0 Stage 1 1304 - - - - - Stage 2 536 - - - - - Critical Hdwy 6.8 6.9 - - 4.16 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.23 - Pot Cap-1 Maneuver 68 415 - - 521 - Stage 1 222 - - - - - Stage 2 556 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 68 415 - - 521 - Mov Cap-2 Maneuver 169 - - - - - Stage 1 222 - - - - - Stage 2 554 - - - - - Approach WB NB SB HCM Control Delay, s 25.5 0 0 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 195 521 - HCM Lane V/C Ratio - - 0.099 0.004 - HCM Control Delay (s) - - 25.5 11.9 - HCM Lane LOS - - D B - HCM 95th %tile Q(veh) - - 0.3 0 - HCM 6th TWSC Boeing Renton Apron E 10: Park Ave N & N 5th St Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 7 15 45 1 5 2 263 15 3 590 16 Future Vol, veh/h 18 7 15 45 1 5 2 263 15 3 590 16 Conflicting Peds, #/hr 7 0 8 6 0 5 8 0 6 5 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - 180 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 15 15 15 0 0 0 7 7 7 4 4 4 Mvmt Flow 19 7 15 46 1 5 2 271 15 3 608 16 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 777 926 328 611 927 156 632 0 0 292 0 0 Stage 1 630 630 - 289 289 - - - - - - - Stage 2 147 296 - 322 638 - - - - - - - Critical Hdwy 7.8 6.8 7.2 7.5 6.5 6.9 4.24 - - 4.18 - - Critical Hdwy Stg 1 6.8 5.8 - 6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.8 5.8 - 6.5 5.5 - - - - - - - Follow-up Hdwy 3.65 4.15 3.45 3.5 4 3.3 2.27 - - 2.24 - - Pot Cap-1 Maneuver 265 245 631 382 270 868 913 - - 1252 - - Stage 1 406 442 - 700 677 - - - - - - - Stage 2 804 636 - 670 474 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 258 240 621 357 264 857 906 - - 1245 - - Mov Cap-2 Maneuver 258 240 - 357 264 - - - - - - - Stage 1 402 437 - 694 671 - - - - - - - Stage 2 790 630 - 635 468 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.7 15.9 0.1 0 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 906 - - 325 357 624 1245 - - HCM Lane V/C Ratio 0.002 - - 0.127 0.13 0.01 0.002 - - HCM Control Delay (s) 9 0 - 17.7 16.6 10.8 7.9 0 - HCM Lane LOS A A - C C B A A - HCM 95th %tile Q(veh) 0 - - 0.4 0.4 0 0 - - HCM 6th TWSC Boeing Renton Apron E 11: N 5th St & Garden Ave N Future (2021) With-Project Weekday PM Peak Hour Transpo Group Synchro 10 Report Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 6 23 2 24 165 12 Future Vol, veh/h 6 23 2 24 165 12 Conflicting Peds, #/hr 2 3 3 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 180 0 50 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles, % 56 56 0 0 8 8 Mvmt Flow 7 27 2 28 192 14 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 236 205 209 0 - 0 Stage 1 202 - - - - - Stage 2 34 - - - - - Critical Hdwy 6.96 6.76 4.1 - - - Critical Hdwy Stg 1 5.96 - - - - - Critical Hdwy Stg 2 5.96 - - - - - Follow-up Hdwy 4.004 3.804 2.2 - - - Pot Cap-1 Maneuver 648 716 1374 - - - Stage 1 719 - - - - - Stage 2 866 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 643 712 1370 - - - Mov Cap-2 Maneuver 637 - - - - - Stage 1 716 - - - - - Stage 2 863 - - - - - Approach EB NB SB HCM Control Delay, s 10.4 0.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1370 - 637 712 - - HCM Lane V/C Ratio 0.002 - 0.011 0.038 - - HCM Control Delay (s) 7.6 - 10.7 10.3 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0 - 0 0.1 - - Appendix D: Preliminary Restriping Plan E7 EXHIBIT 1 E7 EXHIBIT 2 EXHIBIT 3 LAYOUT: PROVIDES CODE COMPLIANT AISLE WIDTHS S2 S3 EXHIBIT 4 S2 S3 EXHIBIT 5 S2 S3 EXHIBIT 6