Traffic Report

HCM 7th TWSC 2027 No-Build 2: Eagle Rock Avenue (CR 611) & Oval Road AM Peak Hour Intersection Int Delay, s/veh 2.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 39 509 740 29 47 70 Future Vol, veh/h 39 509 740 29 47 70 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 96 96 96 96 96 96 Heavy Vehicles, % 0 3 2 7 4 1 Mvmt Flow 41 530 771 30 49 73 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 801 0 - 0 1132 401 Stage 1 - - - - 786 - Stage 2 - - - - 346 - Critical Hdwy 4.1 - - - 6.88 6.92 Critical Hdwy Stg 1 - - - - 5.88 - Critical Hdwy Stg 2 - - - - 5.88 - Follow-up Hdwy 2.2 - - - 3.54 3.31 Pot Cap-1 Maneuver 831 - - - 194 602 Stage 1 - - - - 404 - Stage 2 - - - - 682 - Platoon blocked, % - - - Mov Cap-1 Maneuver 831 - - - 183 602 Mov Cap-2 Maneuver - - - - 183 - Stage 1 - - - - 381 - Stage 2 - - - - 682 - Approach EB WB SB HCM Control Delay, s/v 1.12 0 23.64 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 256 - - - 313 HCM Lane V/C Ratio 0.049 - - - 0.389 HCM Control Delay (s/veh) 9.6 0.5 - - 23.6 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0.2 - - - 1.8 Scenario 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan

S A A - - C HCM 95th %tile Q(veh) 0.2 - - - 1.8 Scenario 1 2027 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 5