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Supporting Documentation · Jul 30, 2024

Traffic Report

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Lanes, Volumes, Timings 2027 No-Build 1: Laurel Avenue (CR 634) & Eagle Rock Avenue (CR 611) PM Peak Hour Lane Group EBT EBR WBL WBT NBL NBR Reduced v/c Ratio 0.67 0.60 0.17 0.68 0.51 Intersection Summary Area Type: Other Cycle Length: 74 Actuated Cycle Length: 67.2 Natural Cycle: 60 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.85 Intersection Signal Delay (s/veh): 19.2 Intersection LOS: B Intersection Capacity Utilization 74.4% ICU Level of Service D Analysis Period (min) 15 90th %ile Actuated Cycle: 74 70th %ile Actuated Cycle: 74 50th %ile Actuated Cycle: 69.4 30th %ile Actuated Cycle: 62.8 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 2 2027 No-Build 11:08 am 06/17/2024 PM Peak Hour Synchro 12 Report Langan Page 3

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