Supporting Documentation · Jul 30, 2024
Traffic Report
5b8e2b1acb10006811dd51d8d266ce09ebe4eb3368329f2be038a9cf8aaa163cIndexed text · page 57
Show all pagesLanes, Volumes, Timings 2027 No-Build 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 0.57 0.91 0.19 0.38 0.49 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: 0.91 Intersection Signal Delay (s/veh): 17.4 Intersection LOS: B Intersection Capacity Utilization 76.5% 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 No-Build 11:52 am 05/23/2024 AM Peak Hour Synchro 12 Report Langan Page 3
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