Traffic Report

HCM 7th TWSC 2027 No-Build 2: Eagle Rock Avenue (CR 611) & Oval Road PM Peak Hour Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 95 693 488 20 40 66 Future Vol, veh/h 95 693 488 20 40 66 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 91 91 91 91 91 91 Heavy Vehicles, % 1 0 0 0 3 0 Mvmt Flow 104 762 536 22 44 73 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 558 0 - 0 1137 279 Stage 1 - - - - 547 - Stage 2 - - - - 590 - Critical Hdwy 4.12 - - - 6.86 6.9 Critical Hdwy Stg 1 - - - - 5.86 - Critical Hdwy Stg 2 - - - - 5.86 - Follow-up Hdwy 2.21 - - - 3.53 3.3 Pot Cap-1 Maneuver 1016 - - - 194 724 Stage 1 - - - - 541 - Stage 2 - - - - 514 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1016 - - - 169 724 Mov Cap-2 Maneuver - - - - 169 - Stage 1 - - - - 470 - Stage 2 - - - - 514 - Approach EB WB SB HCM Control Delay, s/v 1.88 0 22.32 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 434 - - - 323 HCM Lane V/C Ratio 0.103 - - - 0.361 HCM Control Delay (s/veh) 9 0.9 - - 22.3 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0.3 - - - 1.6 Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan

A A - - C HCM 95th %tile Q(veh) 0.3 - - - 1.6 Scenario 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 5