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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 />139 <br />104 <br />1463 <br />126 <br />1808 <br />470 <br />v/c Ratio <br />0.55 <br />0.30 <br />0.90 <br />0.91 <br />0.77 <br />0.74 <br />Control Delay <br />39.2 <br />4.7 <br />31.1 <br />95.2 <br />21.5 <br />37.9 <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 />39.2 <br />4.7 <br />31.1 <br />95.2 <br />21.5 <br />37.9 <br />Queue Length 50th (ft) <br />65 <br />0 <br />293 <br />64 <br />282 <br />119 <br />Queue Length 95th (ft) <br />113 <br />22 <br />m#382 <br />#164 <br />345 <br />#213 <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 />1632 <br />139 <br />2341 <br />631 Q <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />18 <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 />0.35 <br />0.22 <br />0.90 <br />0.91 <br />0.78 <br />0.74 <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 Year 2040 With Option E -Main St/Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 4 <br />