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Queues <br />6: Main St & Memory Lane 09/13/2019 <br />The Addington 09/12/2019 Year 2040 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) 251 334 355 255 32 39 1473 39 1854 <br />v/c Ratio 0.72 0.23 1.03 0.24 0.06 0.20 0.68 0.14 0.82 <br />Control Delay 64.8 26.8 110.4 33.1 0.2 55.9 29.9 51.1 32.3 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 64.8 26.8 110.4 33.1 0.2 55.9 29.9 51.1 32.3 <br />Queue Length 50th (ft) 98 58 ~152 79 0 14 356 14 468 <br />Queue Length 95th (ft) 143 85 #250 115 0 33 416 31 552 <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 1042 575 343 2162 343 2273 <br />Starvation Cap Reductn 000000000 <br />Spillback Cap Reductn 000000000 <br />Storage Cap Reductn 000000000 <br />Reduced v/c Ratio 0.70 0.23 1.03 0.24 0.06 0.11 0.68 0.11 0.82 <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 />2-524