Supporting Documentation · Jul 30, 2024
Traffic Report
5b8e2b1acb10006811dd51d8d266ce09ebe4eb3368329f2be038a9cf8aaa163cIndexed text · page 78
Show all pagesHCM 7th TWSC 2027 No-Build 3: Crestmont Country Club Drwy & Eagle Rock Avenue (CR 611) PM Peak Hour Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 733 0 0 493 14 3 Future Vol, veh/h 733 0 0 493 14 3 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 94 94 94 94 94 94 Heavy Vehicles, % 1 0 0 0 0 0 Mvmt Flow 780 0 0 524 15 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 - - - 1042 390 Stage 1 - - - - 780 - Stage 2 - - - - 262 - 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 - 229 615 Stage 1 - 0 0 - 418 - Stage 2 - 0 0 - 764 - Platoon blocked, % - - Mov Cap-1 Maneuver - - - - 229 615 Mov Cap-2 Maneuver - - - - 229 - Stage 1 - - - - 418 - Stage 2 - - - - 764 - Approach EB WB NB HCM Control Delay, s/v 0 0 20.06 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT WBT Capacity (veh/h) 257 - - HCM Lane V/C Ratio 0.07 - - HCM Control Delay (s/veh) 20.1 - - HCM Lane LOS C - - HCM 95th %tile Q(veh) 0.2 - - Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 7
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