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Queues <br />15: Lawson Way/SR-22 EB Ramps & Town and Country Road 09/13/2019 <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 8 <br />Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR <br />Lane Group Flow (vph) 326 235 68 68 113 26 160 366 506 462 <br />v/c Ratio 0.90 0.44 0.58 0.09 0.25 0.07 0.23 0.76 1.06 0.62 <br />Control Delay 69.1 23.4 61.7 28.2 6.0 30.0 27.9 42.0 89.5 6.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 69.1 23.4 61.7 28.2 6.0 30.0 27.9 42.0 89.5 6.8 <br />Queue Length 50th (ft) 95 82 38 16 0 12 35 191 ~322 0 <br />Queue Length 95th (ft) #173 153 #96 33 35 34 63 #320 #528 80 <br />Internal Link Dist (ft)484 439 376 296 <br />Turn Bay Length (ft) 175 180 160 100 450 <br />Base Capacity (vph) 362 531 118 786 450 354 707 481 478 745 <br />Starvation Cap Reductn 0000000000 <br />Spillback Cap Reductn 0000000000 <br />Storage Cap Reductn 0000000000 <br />Reduced v/c Ratio 0.90 0.44 0.58 0.09 0.25 0.07 0.23 0.76 1.06 0.62 <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 />2-495