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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 - AM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group WBL WBR NBT SBL2 SBT NWR <br />Lane Group Flow (vph) 168 102 654 74 1714 788 <br />v/c Ratio 0.70 0.33 0.40 0.53 0.78 0.91 <br />Control Delay 60.6 10.8 10.4 62.6 31.2 51.7 <br />Queue Delay 0.0 0.0 0.0 0.0 1.5 0.0 <br />Total Delay 60.6 10.8 10.4 62.6 32.7 51.7 <br />Queue Length 50th (ft) 114 0 42 50 395 290 <br />Queue Length 95th (ft) 183 46 m68 100 469 #414 <br />Internal Link Dist (ft) 268 811 44 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 289 346 1635 153 2185 911 <br />Starvation Cap Reductn 00002820 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.58 0.29 0.40 0.48 0.90 0.86 <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 />2-510