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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 St./Walkie Way and Surface Parking - PM 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) 43 75 120 92 246 992 111 1384 142 327 <br />v/c Ratio 0.20 0.18 0.57 0.22 0.67 0.51 0.68 0.78 0.22 0.71 <br />Control Delay 30.0 1.0 41.5 1.2 29.3 14.4 57.1 28.2 4.8 41.4 <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 30.0 1.0 41.5 1.2 29.3 14.4 57.1 28.2 4.8 41.4 <br />Queue Length 50th (ft) 19 0 56 0 66 168 55 236 0 86 <br />Queue Length 95th (ft) 44 0 101 0 m#122 m215 #127 #302 38 #159 <br />Internal Link Dist (ft) 193 268 811 44 <br />Turn Bay Length (ft)140 60 175 150 130 450 <br />Base Capacity (vph) 314 515 308 515 368 1957 168 1772 645 467 <br />Starvation Cap Reductn 0000000000 <br />Spillback Cap Reductn 0000000000 <br />Storage Cap Reductn 0000000000 <br />Reduced v/c Ratio 0.14 0.15 0.39 0.18 0.67 0.51 0.66 0.78 0.22 0.70 <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 />2-498