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Queues <br />9: Main St & Edgewood Rd 09/13/2019 <br />The Addington 09/12/2019 OY Cumulative With Option E - Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group WBL WBR NBT SBL2 SBT NWR <br />Lane Group Flow (vph) 125 96 1148 116 1612 438 <br />v/c Ratio 0.52 0.29 0.63 0.75 0.62 0.73 <br />Control Delay 39.1 4.2 21.8 66.6 17.3 37.0 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 39.1 4.2 21.8 66.6 17.3 37.0 <br />Queue Length 50th (ft) 59 0 204 58 222 113 <br />Queue Length 95th (ft) 104 17 m258 #142 296 171 <br />Internal Link Dist (ft) 268 811 44 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 398 467 1820 154 2580 606 <br />Starvation Cap Reductn 000000 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.31 0.21 0.63 0.75 0.62 0.72 <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 />2-514