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Queues <br />9: Main St & Edgewood Rd 09/13/2019 <br />The Addington 09/12/2019 Year 2040 With Option E Main St/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group WBL WBR NBT SBL2 SBT NWR <br />Lane Group Flow (vph) 168 106 838 75 1792 794 <br />v/c Ratio 0.70 0.35 0.51 0.54 0.82 0.91 <br />Control Delay 60.6 11.7 11.3 63.1 32.7 51.9 <br />Queue Delay 0.0 0.0 0.0 0.0 2.6 0.0 <br />Total Delay 60.6 11.7 11.3 63.1 35.4 51.9 <br />Queue Length 50th (ft) 114 1 60 51 427 290 <br />Queue Length 95th (ft) 183 50 m70 100 499 #421 <br />Internal Link Dist (ft) 268 811 44 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 289 346 1638 153 2178 910 <br />Starvation Cap Reductn 00002670 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.58 0.31 0.51 0.49 0.94 0.87 <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 />2-526