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Supporting Documentation · Jul 30, 2024

Traffic Report

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HCM 7th TWSC 2027 Build 4: Laurel Avenue (CR 634) & Crestmont Country Club Drwy PM Peak Hour Intersection Int Delay, s/veh 0 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 1 869 4 1 554 Future Vol, veh/h 0 1 869 4 1 554 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 2 0 0 1 Mvmt Flow 0 1 924 4 1 589 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1518 927 0 0 929 0 Stage 1 927 - - - - - Stage 2 591 - - - - - 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 132 328 - - 745 - Stage 1 389 - - - - - Stage 2 557 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 132 328 - - 745 - Mov Cap-2 Maneuver 132 - - - - - Stage 1 389 - - - - - Stage 2 556 - - - - - Approach WB NB SB HCM Control Delay, s/v 16 0 0.02 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 328 3 - HCM Lane V/C Ratio - - 0.003 0.001 - HCM Control Delay (s/veh) - - 16 9.8 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour

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8 0 HCM Lane LOS - - C A A HCM 95th %tile Q(veh) - - 0 0 - Scenario 2 2027 Build 10:26 am 06/20/2024 PM Peak Hour Synchro 12 Report Langan Page 8

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