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HomeMy WebLinkAboutApplication Files_85048_pg0071 Lanes, Volumes, Timings ' 7: Route 194 & Rye Street 12/2/2010 .,.* —0. 4— *,,. `0. ' Lane Group EBL EBT WBT WBR SBL SBR Internal Link Dist(ft) 325 2771 3627 Turn Bay Length (ft) 200 ' Base Capacity(vph) 468 2092 880 679 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 ' Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.18 0.24 0.65 0.48 Intersection Summary ' Area Type: Other Cycle Length: 60 Actuated Cycle Length: 47.5 Natural Cycle: 55 ' Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.76 Intersection Signal Delay: 9.7 Intersection LOS: A ' Intersection Capacity Utilization 60.6% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. ' Queue shown is maximum after two cycles. Splits and Phases: 7: Route 194 & Rye Street +� of o2 ` 03 ' Fed-Ex Distribution Center, South Windsor 12/1/2010 2010 Existing AM Peak Synchro 6 Report Bubaris Traffic Associates Page 2