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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 />127 <br />98 <br />1117 <br />114 <br />1580 <br />422 <br />v/c Ratio <br />0.52 <br />0.29 <br />0.57 <br />0.70 <br />0.61 <br />0.73 <br />Control Delay <br />39.0 <br />4.4 <br />21.6 <br />59.6 <br />16.8 <br />37.2 <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 />39.0 <br />4.4 <br />21.6 <br />59.6 <br />16.8 <br />37.2 <br />Queue Length 50th (ft) <br />60 <br />0 <br />203 <br />56 <br />211 <br />110 <br />Queue Length 95th (ft) <br />106 <br />18 <br />m260 <br />#133 <br />287 <br />165 <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 />398 <br />467 <br />1961 <br />165 <br />2606 <br />593 Q <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 />0.32 <br />0.21 <br />0.57 <br />0.69 <br />0.61 <br />0.71 <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 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 4 <br />