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Queues <br />10: Main St & Santa Clara Ave & Sasnta Clara Ave 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 5 <br />Lane Group EBL EBT NBL2 NBT NBR SBL SBT SER <br />Lane Group Flow (vph) 127 643 7 535 615 74 1534 656 <br />v/c Ratio 0.39 0.92 0.04 0.29 0.65 0.47 0.74 0.97 <br />Control Delay 42.0 58.1 29.0 15.8 18.6 31.8 9.2 69.8 <br />Queue Delay 0.0 0.0 0.0 0.0 6.5 0.0 0.0 0.0 <br />Total Delay 42.0 58.1 29.0 15.8 25.1 31.8 9.2 69.8 <br />Queue Length 50th (ft) 85 224 2 129 345 26 52 262 <br />Queue Length 95th (ft) 150 #336 m3 149 455 m32 61 #394 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 329 708 156 1841 941 159 2082 677 <br />Starvation Cap Reductn 0000272000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.39 0.91 0.04 0.29 0.92 0.47 0.74 0.97 <br />Intersection Summary <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 />2-492