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Queues <br />9: Main St & Edgewood <br />Rd <br />09/13/2019 <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 />125 <br />96 <br />1148 <br />116 <br />1612 <br />438 <br />v/c Ratio <br />0.52 <br />0.29 <br />0.63 <br />0.75 <br />0.62 <br />0.73 <br />Control Delay <br />39.1 <br />4.2 <br />21.8 <br />66.6 <br />17.3 <br />37.0 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />39.1 <br />4.2 <br />21.8 <br />66.6 <br />17.3 <br />37.0 <br />Queue Length 50th (ft) <br />59 <br />0 <br />204 <br />58 <br />222 <br />113 <br />Queue Length 95th (ft) <br />104 <br />17 <br />m258 <br />#142 <br />296 <br />171 <br />Internal Link Dist (ft) <br />268 <br />811 <br />44 <br />Turn Bay Length (ft) <br />60 <br />150 <br />450 <br />Base Capacity (vph) <br />398 <br />467 <br />1820 <br />154 <br />2580 <br />606 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <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 />0.31 <br />0.21 <br />0.63 <br />0.75 <br />0.62 <br />0.72 <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 09/12/2019 OY Cumulative With Option E - Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 4 <br />