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HomeMy WebLinkAboutMONTAVA - PHASE G & IRRIGATION POND - BDR210013 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY (4)HCM 6th TWSC 3: Chesapeake Dr & Timberline Rd Chesapeake Dr & Timberline Rd AM 2045 AM TWSC Chesapeake Dr & Timberline Rd 1:22 pm 08/17/2022 AM Synchro 11 Report KH Page 1 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 35 36 5 5 9 63 22 5 148 5 Future Vol, veh/h 5 5 35 36 5 5 9 63 22 5 148 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 5 38 39 5 5 10 68 24 5 161 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 279 286 164 295 276 80 166 0 0 92 0 0 Stage 1 174 174 - 100 100 ------- Stage 2 105 112 - 195 176 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 -- 4.12 -- Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 -- 2.218 -- Pot Cap-1 Maneuver 673 623 881 657 632 980 1412 -- 1503 -- Stage 1 828 755 - 906 812 ------- Stage 2 901 803 - 807 753 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 660 616 881 619 625 980 1412 -- 1503 -- Mov Cap-2 Maneuver 660 616 - 619 625 ------- Stage 1 822 752 - 900 806 ------- Stage 2 884 797 - 764 750 ------- Approach EB WB NB SB HCM Control Delay, s 9.7 11 0.7 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1412 -- 812 646 1503 -- HCM Lane V/C Ratio 0.007 -- 0.06 0.077 0.004 -- HCM Control Delay (s)7.6 0 - 9.7 11 7.4 0 - HCM Lane LOS A A -A B A A - HCM 95th %tile Q(veh)0 -- 0.2 0.3 0 -- Year 2045 TMCs HCM 6th TWSC 3: Chesapeake Dr & Timberline Rd Chesapeake Dr & Timberline Rd PM 2045 PM TWSC Chesapeake Dr & Timberline Rd 1:22 pm 08/17/2022 PM Synchro 11 Report KH Page 1 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 11 36 5 5 32 126 52 5 100 5 Future Vol, veh/h 5 5 11 36 5 5 32 126 52 5 100 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized -- None -- None -- None -- None Storage Length ------------ Veh in Median Storage, # -0 --0 --0 --0 - Grade, %-0 --0 --0 --0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, %2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 5 12 39 5 5 35 137 57 5 109 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 363 386 112 366 360 166 114 0 0 194 0 0 Stage 1 122 122 - 236 236 ------- Stage 2 241 264 - 130 124 ------- Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 -- 4.12 -- Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 ------- Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 ------- Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 -- 2.218 -- Pot Cap-1 Maneuver 593 548 941 590 567 878 1475 -- 1379 -- Stage 1 882 795 - 767 710 ------- Stage 2 762 690 - 874 793 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 571 531 941 565 549 878 1475 -- 1379 -- Mov Cap-2 Maneuver 571 531 - 565 549 ------- Stage 1 858 792 - 746 691 ------- Stage 2 731 671 - 854 790 ------- Approach EB WB NB SB HCM Control Delay, s 10.3 11.7 1.1 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1475 -- 703 586 1379 -- HCM Lane V/C Ratio 0.024 -- 0.032 0.085 0.004 -- HCM Control Delay (s)7.5 0 - 10.3 11.7 7.6 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0.1 -- 0.1 0.3 0 -- Year 2045 TMCs