Supporting Documentation · Jul 30, 2024
Traffic Report
5b8e2b1acb10006811dd51d8d266ce09ebe4eb3368329f2be038a9cf8aaa163cIndexed text · page 73
Show all pagesLanes, Volumes, Timings 2027 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 0.58 0.70 0.18 0.75 0.54 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBTL, Start of Yellow, Master Intersection Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay (s/veh): 23.7 Intersection LOS: C Intersection Capacity Utilization 76.6% ICU Level of Service D Analysis Period (min) 15 # 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 Build 10:26 am 06/20/2024 PM Peak Hour Synchro 12 Report Langan Page 3
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