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Queues <br />10: Main St & Santa Clara Ave & Sasnta Clara Ave 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 5 <br />Lane Group EBL EBT NBL2 NBT NBR SBL SBT SER <br />Lane Group Flow (vph) 125 669 7 499 702 108 1715 770 <br />v/c Ratio 0.36 0.91 0.04 0.31 0.80 0.53 0.86 1.11 <br />Control Delay 40.1 55.5 22.1 21.9 28.7 34.3 15.1 108.3 <br />Queue Delay 0.0 0.0 0.0 0.0 26.4 0.0 0.0 0.0 <br />Total Delay 40.1 55.5 22.1 21.9 55.1 34.3 15.1 108.3 <br />Queue Length 50th (ft) 82 232 2 130 376 38 51 ~359 <br />Queue Length 95th (ft) 145 #341 m3 170 493 m45 #555 #491 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 352 752 156 1594 876 202 1993 693 <br />Starvation Cap Reductn 0000198000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.36 0.89 0.04 0.31 1.04 0.53 0.86 1.11 <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 />m Volume for 95th percentile queue is metered by upstream signal. <br />2-511