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Queues <br />6: Main St & Memory Lane 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 2 <br />Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT <br />Lane Group Flow (vph) 419 529 240 198 88 136 1748 44 1579 <br />v/c Ratio 0.95 0.33 0.69 0.19 0.15 0.48 0.90 0.16 0.85 <br />Control Delay 83.2 26.3 62.8 32.5 0.6 58.1 42.6 51.6 40.2 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 83.2 26.3 62.8 32.5 0.6 58.1 42.6 51.6 40.2 <br />Queue Length 50th (ft) 168 93 93 60 0 52 475 16 404 <br />Queue Length 95th (ft) #267 126 137 92 1 84 #590 35 482 <br />Internal Link Dist (ft)475 347 678 458 <br />Turn Bay Length (ft) 130 230 470 230 160 <br />Base Capacity (vph) 443 1593 371 1032 571 343 1933 314 1848 <br />Starvation Cap Reductn 000000000 <br />Spillback Cap Reductn 000000000 <br />Storage Cap Reductn 000000000 <br />Reduced v/c Ratio 0.95 0.33 0.65 0.19 0.15 0.40 0.90 0.14 0.85 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />2-528