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Queues <br />9: Main St & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 Year 2040 Conditions - AM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group WBL WBR NBT SBL2 SBT NWR <br />Lane Group Flow (vph) 168 106 827 75 1745 789 <br />v/c Ratio 0.70 0.35 0.50 0.52 0.79 0.92 <br />Control Delay 60.6 11.7 14.5 61.1 31.1 53.2 <br />Queue Delay 0.0 0.0 0.0 0.0 1.9 0.0 <br />Total Delay 60.6 11.7 14.5 61.1 33.1 53.2 <br />Queue Length 50th (ft) 114 1 65 51 405 291 <br />Queue Length 95th (ft) 183 50 m101 99 472 #427 <br />Internal Link Dist (ft) 268 811 225 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 289 346 1642 164 2199 886 <br />Starvation Cap Reductn 00002940 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.58 0.31 0.50 0.46 0.92 0.89 <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 />2-518