Supporting Documentation · Jul 30, 2024
Traffic Report
5b8e2b1acb10006811dd51d8d266ce09ebe4eb3368329f2be038a9cf8aaa163cIndexed text · page 65
Show all pagesHCM 7th TWSC 2027 No-Build 3: Crestmont Country Club Drwy & Eagle Rock Avenue (CR 611) AM Peak Hour Intersection Int Delay, s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 556 0 0 768 1 1 Future Vol, veh/h 556 0 0 768 1 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 98 98 98 98 98 98 Heavy Vehicles, % 2 0 0 2 0 0 Mvmt Flow 567 0 0 784 1 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - 959 284 Stage 1 - - - - 567 - Stage 2 - - - - 392 - Critical Hdwy - - - - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - - - 3.5 3.3 Pot Cap-1 Maneuver - 0 0 - 258 719 Stage 1 - 0 0 - 536 - Stage 2 - 0 0 - 658 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 258 719 Mov Cap-2 Maneuver - - - - 258 - Stage 1 - - - - 536 - Stage 2 - - - - 658 - Approach EB WB NB HCM Control Delay, s/v 0 0 14.52 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 380 - - HCM Lane V/C Ratio 0.005 - - HCM Control Delay (s/veh) 14.5 - - HCM Lane LOS B - - HCM 95th %tile Q(veh) 0 - - Scenario 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 7
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