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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 />141 <br />106 <br />1432 <br />124 <br />1776 <br />454 <br />v/c Ratio <br />0.55 <br />0.30 <br />0.87 <br />0.89 <br />0.75 <br />0.74 <br />Control Delay <br />39.2 <br />4.8 <br />37.6 <br />92.2 <br />20.7 <br />38.2 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.1 <br />0.0 <br />Total Delay <br />39.2 <br />4.8 <br />37.6 <br />92.2 <br />20.7 <br />38.2 <br />Queue Length 50th (ft) <br />66 <br />0 <br />291 <br />63 <br />270 <br />115 <br />Queue Length 95th (ft) <br />114 <br />23 <br />m#366 <br />#161 <br />331 <br />#211 <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 />1653 <br />139 <br />2363 <br />615 Q <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />39 <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 />0.23 <br />0.87 <br />0.89 <br />0.76 <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 Conditions - PM Peak hour Synchro 10 Report <br />Page 4 <br />