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Queues <br />9: Main St & Edgewood Rd 09/13/2019 <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group EBT EBR2 WBT WBR NBL NBT SBL2 SBT SBR NWR <br />Lane Group Flow (vph) 11 81 148 94 79 582 66 1360 18 764 <br />v/c Ratio 0.05 0.23 0.76 0.27 0.51 0.35 0.49 0.73 0.03 0.91 <br />Control Delay 39.6 1.5 69.4 3.2 34.9 9.0 60.5 34.8 0.1 52.7 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 39.6 1.5 69.4 3.2 34.9 9.0 60.5 34.8 0.1 52.7 <br />Queue Length 50th (ft) 7 0 100 0 29 34 45 329 0 284 <br />Queue Length 95th (ft) 23 0 #182 11 m55 m42 90 390 0 #403 <br />Internal Link Dist (ft) 179 268 811 44 <br />Turn Bay Length (ft)140 60 175 150 130 450 <br />Base Capacity (vph) 263 383 225 383 156 1665 154 1856 644 883 <br />Starvation Cap Reductn 0000000900 <br />Spillback Cap Reductn 0000000000 <br />Storage Cap Reductn 0000000000 <br />Reduced v/c Ratio 0.04 0.21 0.66 0.25 0.51 0.35 0.43 0.74 0.03 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 />2-491