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Queues <br />10: Main St & Santa Clara Ave 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative - 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) 120 675 7 500 710 97 1699 778 <br />v/c Ratio 0.40 1.04 0.04 0.29 0.76 0.60 0.83 1.04 <br />Control Delay 44.0 87.5 34.6 12.8 22.1 42.2 16.2 84.1 <br />Queue Delay 0.0 0.0 0.0 0.0 50.6 0.0 0.0 0.0 <br />Total Delay 44.0 87.5 34.6 12.8 72.7 42.2 16.2 84.1 <br />Queue Length 50th (ft) 82 ~265 2 117 411 33 69 ~338 <br />Queue Length 95th (ft) 146 #390 m3 110 529 m42 #532 #470 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 300 647 156 1701 932 162 2041 747 <br />Starvation Cap Reductn 0000286000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.40 1.04 0.04 0.29 1.10 0.60 0.83 1.04 <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 />2-503