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Queues <br />6: Main St & Memory Lane 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 2 <br />Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT <br />Lane Group Flow (vph) 231 347 369 264 33 40 1329 41 1686 <br />v/c Ratio 0.67 0.23 1.08 0.25 0.06 0.21 0.66 0.13 0.77 <br />Control Delay 62.4 27.1 120.9 33.1 0.2 56.0 30.8 50.4 31.6 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 62.4 27.1 120.9 33.1 0.2 56.0 30.8 50.4 31.6 <br />Queue Length 50th (ft) 90 61 ~163 82 0 15 307 14 402 <br />Queue Length 95th (ft) 128 84 #249 114 0 32 345 31 452 <br />Internal Link Dist (ft)347 457 678 361 <br />Turn Bay Length (ft) 130 230 470 230 160 <br />Base Capacity (vph) 357 1477 343 1047 577 343 2023 343 2181 <br />Starvation Cap Reductn 000000000 <br />Spillback Cap Reductn 000000000 <br />Storage Cap Reductn 000000000 <br />Reduced v/c Ratio 0.65 0.23 1.08 0.25 0.06 0.12 0.66 0.12 0.77 <br />Intersection Summary <br />~ Volume exceeds capacity, queue is theoretically infinite. <br /> Queue shown is maximum after two cycles. <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />2-508