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HomeMy WebLinkAboutApplication Files_85048_pg0081 Lanes, Volumes, Timings ' 7: Route 194 & Rye Street 12/2/2010 .-A ' Lane Group EBL EBT WBT WBR SBL SBR Internal Link Dist(ft) 325 2771 3627 Turn Bay Length (ft) 200 ' Base Capacity(vph) 496 2298 929 589 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 0.45 0.25 0.63 0.37 Intersection Summary ' Area Type: Other Cycle Length: 60 Actuated Cycle Length: 45.9 ' Natural Cycle: 40 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 9.6 Intersection LOS: A Intersection Capacity Utilization 62.1% 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 01 1 o? ' m3 112WWWW1 129•@,�r�,���r �.�.aft -t�: .k :� " RM1MK;;r�W*Wl Fed-Ex Distribution Center, South Windsor 12/1/2010 2010 Existing PM Peak Synchro 6 Report Bubaris Traffic Associates Page 2