Supporting Documentation · Jul 30, 2024
Traffic Report
5b8e2b1acb10006811dd51d8d266ce09ebe4eb3368329f2be038a9cf8aaa163cIndexed text · page 66
Show all pagesHCM 7th TWSC 2027 No-Build 4: Laurel Avenue (CR 634) & Crestmont Country Club Drwy AM Peak Hour Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 551 23 8 879 Future Vol, veh/h 0 1 551 23 8 879 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 4 0 0 3 Mvmt Flow 0 1 586 24 9 935 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1551 598 0 0 611 0 Stage 1 598 - - - - - Stage 2 952 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 126 506 - - 978 - Stage 1 553 - - - - - Stage 2 378 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 124 506 - - 978 - Mov Cap-2 Maneuver 124 - - - - - Stage 1 553 - - - - - Stage 2 371 - - - - - Approach WB NB SB HCM Control Delay, s/v12.13 0 0.08 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 506 16 - HCM Lane V/C Ratio - - 0.002 0.009 - HCM Control Delay (s/veh) - - 12.1 8.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour
8.7 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 9
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