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Queues <br />9: Main St & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 Year 2040 Conditions - PM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group WBL WBR NBT SBL2 SBT NWR <br />Lane Group Flow (vph) 141 106 1432 124 1776 454 <br />v/c Ratio 0.55 0.30 0.87 0.89 0.75 0.74 <br />Control Delay 39.2 4.8 37.6 92.2 20.7 38.2 <br />Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 <br />Total Delay 39.2 4.8 37.6 92.2 20.7 38.2 <br />Queue Length 50th (ft) 66 0 291 63 270 115 <br />Queue Length 95th (ft) 114 23 m#366 #161 331 #211 <br />Internal Link Dist (ft) 268 811 225 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 398 467 1653 139 2363 615 <br />Starvation Cap Reductn 0000390 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.35 0.23 0.87 0.89 0.76 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 />2-522