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Queues <br />9: Main St & Edgewood Rd 09/13/2019 <br />The Addington 09/03/2019 Year 2040 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) 139 104 1463 126 1808 470 <br />v/c Ratio 0.55 0.30 0.90 0.91 0.77 0.74 <br />Control Delay 39.2 4.7 31.1 95.2 21.5 37.9 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 39.2 4.7 31.1 95.2 21.5 37.9 <br />Queue Length 50th (ft) 65 0 293 64 282 119 <br />Queue Length 95th (ft) 113 22 m#382 #164 345 #213 <br />Internal Link Dist (ft) 268 811 44 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 398 467 1632 139 2341 631 <br />Starvation Cap Reductn 0000180 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.35 0.22 0.90 0.91 0.78 0.74 <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 />2-530