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Queues <br />9: Main St & Edgewood <br />Rd <br />09/03/2019 <br />,c <br />T <br />'* <br />♦ <br />t <br />Lane Group <br />WBL <br />WBR <br />NBT <br />SBL2 <br />SBT <br />NWR <br />Lane Group Flow (vph) <br />168 <br />102 <br />643 <br />74 <br />1666 <br />783 <br />v/c Ratio <br />0.70 <br />0.33 <br />0.40 <br />0.52 <br />0.76 <br />0.90 <br />Control Delay <br />60.6 <br />10.8 <br />13.8 <br />61.1 <br />30.7 <br />50.3 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1.2 <br />0.0 <br />Total Delay <br />60.6 <br />10.8 <br />13.8 <br />61.1 <br />31.9 <br />50.3 <br />Queue Length 50th (ft) <br />114 <br />0 <br />51 <br />50 <br />377 <br />289 <br />Queue Length 95th (ft) <br />183 <br />46 <br />m69 <br />99 <br />456 <br />#388 <br />Internal Link Dist (ft) <br />268 <br />811 <br />225 <br />Turn Bay Length (ft) <br />60 <br />150 <br />450 <br />Base Capacity (vph) <br />289 <br />346 <br />1617 <br />162 <br />2179 <br />926 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />285 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.58 <br />0.29 <br />0.40 <br />0.46 <br />0.88 <br />0.85 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />The Addington 09/0312019 OY Cumulative -AM Peak Hour Synchro 10 Report <br />Page 4 <br />