20 2026 01 21 Eagle Rock Ave and Oval Road Laurel Avenue Traffic Signal Design Report

HCM 7th TWSC 2027 Build (Unsignalized) 2: Eagle Rock Avenue (CR 611) & Oval Road PM Peak Hour Intersection Int Delay, s/veh 9.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 166 693 473 67 70 112 Future Vol, veh/h 166 693 473 67 70 112 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 1 0 Mvmt Flow 182 762 520 74 77 123 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 593 0 - 0 1302 297 Stage 1 - - - - 557 - Stage 2 - - - - 746 - Critical Hdwy 4.12 - - - 6.82 6.9 Critical Hdwy Stg 1 - - - - 5.82 - Critical Hdwy Stg 2 - - - - 5.82 - Follow-up Hdwy 2.21 - - - 3.51 3.3 Pot Cap-1 Maneuver 986 - - - 154 706 Stage 1 - - - - 540 - Stage 2 - - - - 432 - Platoon blocked, % - - - Mov Cap-1 Maneuver 986 - - - 118 706 Mov Cap-2 Maneuver - - - - 118 - Stage 1 - - - - 414 - Stage 2 - - - - 432 - Approach EB WB SB HCM Ctrl Dly, s/v 3.05 0 65.32 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 696 - - - 241 HCM Lane V/C Ratio 0.185 - - - 0.829 HCM Ctrl Dly (s/v) 9.5 1.5 - - 65.3 HCM Lane LOS A A - - F HCM 95th %tile Q(veh) 0.7 - - - 6.5 Scenario 2 2027 Build

CM Ctrl Dly (s/v) 9.5 1.5 - - 65.3 HCM Lane LOS A A - - F HCM 95th %tile Q(veh) 0.7 - - - 6.5 Scenario 2 2027 Build (Unsignalized) 11:08 am 01/21/2026 PM Peak Hour Synchro 12 Report Langan Page 5