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 AM Peak Hour Intersection Int Delay, s/veh 16.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 68 509 735 48 111 165 Future Vol, veh/h 68 509 735 48 111 165 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 4 2 1 Mvmt Flow 71 530 766 50 116 172 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 816 0 - 0 1197 408 Stage 1 - - - - 791 - Stage 2 - - - - 407 - Critical Hdwy 4.1 - - - 6.84 6.92 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.2 - - - 3.52 3.31 Pot Cap-1 Maneuver 821 - - - 178 596 Stage 1 - - - - 407 - Stage 2 - - - - 641 - Platoon blocked, % - - - Mov Cap-1 Maneuver 821 - - - 160 596 Mov Cap-2 Maneuver - - - - 160 - Stage 1 - - - - 366 - Stage 2 - - - - 641 - Approach EB WB SB HCM Ctrl Dly, s/v 1.85 0 95.64 HCM LOS F Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 424 - - - 285 HCM Lane V/C Ratio 0.086 - - - 1.01 HCM Ctrl Dly (s/v) 9.8 0.8 - - 95.6 HCM Lane LOS A A - - F HCM 95th %tile Q(veh) 0.3 - - - 10.6 Scenario 1 2027 Build (Unsignalized) 11:52 am

9.8 0.8 - - 95.6 HCM Lane LOS A A - - F HCM 95th %tile Q(veh) 0.3 - - - 10.6 Scenario 1 2027 Build (Unsignalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 5