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

Lanes, Volumes, Timings 2027 Build (Unsignalized) 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) AM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Reduced v/c Ratio 0.59 1.00 0.22 0.38 0.50 Intersection Summary Area Type: Other Cycle Length: 74 Actuated Cycle Length: 61.7 Natural Cycle: 60 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 1.00 Intersection Signal Delay (s/veh): 22.0 Intersection LOS: C Intersection Capacity Utilization 79.2% ICU Level of Service D Analysis Period (min) 15 90th %ile Actuated Cycle: 68.4 70th %ile Actuated Cycle: 64.1 50th %ile Actuated Cycle: 61.4 30th %ile Actuated Cycle: 59 10th %ile Actuated Cycle: 55.8 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) Scenario 1 2027 Build (Unsignalized) 11:52 am 01/21/2026 AM Peak Hour Synchro 12 Report Langan Page 3