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HomeMy WebLinkAboutMONTAVA - PHASE G & IRRIGATION POND - BDR210013 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY (3)HCM 6th TWSC 3: Chesapeake Dr & Timberline Rd Chesapeake Dr & Timberline Rd AM AM TWSC Chesapeake Dr & Timberline Rd 8:29 am 08/17/2022 AM Synchro 11 Report KH Page 1 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 9 78 28 5 5 16 71 39 5 101 5 Future Vol, veh/h 5 9 78 28 5 5 16 71 39 5 101 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 10 85 30 5 5 17 77 42 5 110 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 260 276 113 302 257 98 115 0 0 119 0 0 Stage 1 123 123 - 132 132 ------- Stage 2 137 153 - 170 125 ------- 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 693 632 940 650 647 958 1474 -- 1469 -- Stage 1 881 794 - 871 787 ------- Stage 2 866 771 - 832 792 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 676 622 940 577 637 958 1474 -- 1469 -- Mov Cap-2 Maneuver 676 622 - 577 637 ------- Stage 1 870 791 - 861 778 ------- Stage 2 845 762 - 745 789 ------- Approach EB WB NB SB HCM Control Delay, s 9.6 11.3 0.9 0.3 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1474 -- 877 617 1469 -- HCM Lane V/C Ratio 0.012 -- 0.114 0.067 0.004 -- HCM Control Delay (s)7.5 0 - 9.6 11.3 7.5 0 - HCM Lane LOS A A -A B A A - HCM 95th %tile Q(veh)0 -- 0.4 0.2 0 -- Year 2027 TMCs HCM 6th TWSC 3: Chesapeake Dr & Timberline Rd Chesapeake Dr & Timberline Rd PM PM TWSC Chesapeake Dr & Timberline Rd 8:36 am 08/17/2022 PM Synchro 11 Report KH Page 1 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 16 47 33 5 5 45 126 68 5 107 5 Future Vol, veh/h 5 16 47 33 5 5 45 126 68 5 107 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 17 51 36 5 5 49 137 74 5 116 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 406 438 119 435 403 174 121 0 0 211 0 0 Stage 1 129 129 - 272 272 ------- Stage 2 277 309 - 163 131 ------- 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 555 512 933 531 536 869 1467 -- 1360 -- Stage 1 875 789 - 734 685 ------- Stage 2 729 660 - 839 788 ------- Platoon blocked, %---- Mov Cap-1 Maneuver 529 490 933 473 513 869 1467 -- 1360 -- Mov Cap-2 Maneuver 529 490 - 473 513 ------- Stage 1 842 786 - 706 659 ------- Stage 2 691 635 - 772 785 ------- Approach EB WB NB SB HCM Control Delay, s 10.4 12.9 1.4 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h)1467 -- 735 504 1360 -- HCM Lane V/C Ratio 0.033 -- 0.101 0.093 0.004 -- HCM Control Delay (s)7.5 0 - 10.4 12.9 7.7 0 - HCM Lane LOS A A -B B A A - HCM 95th %tile Q(veh)0.1 -- 0.3 0.3 0 -- Year 2027 TMCs