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Queues <br />10: Main St & Santa Clara Ave & Sasnta Clara Ave 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 5 <br />Lane Group EBL EBT NBL2 NBT NBR SBL SBT SER <br />Lane Group Flow (vph) 178 737 8 641 755 168 1791 821 <br />v/c Ratio 0.59 1.14 0.05 0.38 0.83 0.82 0.86 1.14 <br />Control Delay 50.1 119.1 36.8 14.6 25.9 51.0 15.4 116.1 <br />Queue Delay 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 <br />Total Delay 50.1 119.1 36.8 14.6 75.9 51.0 15.4 116.1 <br />Queue Length 50th (ft) 127 ~317 2 157 442 55 65 ~385 <br />Queue Length 95th (ft) 210 #445 m3 157 #563 m#71 #570 #519 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 300 646 156 1682 907 205 2084 722 <br />Starvation Cap Reductn 0000259000 <br />Spillback Cap Reductn 00000080 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.59 1.14 0.05 0.38 1.17 0.82 0.86 1.14 <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 />2-527