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Queues <br />10: Main St & Santa Clara Ave 09/03/2019 <br />The Addington 09/03/2019 Existing Conditions - 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) 121 649 7 536 621 62 1516 663 <br />v/c Ratio 0.37 0.93 0.05 0.29 0.65 0.43 0.73 0.93 <br />Control Delay 45.1 64.2 85.3 12.5 15.1 33.6 9.2 64.2 <br />Queue Delay 0.0 26.8 0.0 0.0 4.3 0.0 0.0 0.0 <br />Total Delay 45.1 91.0 85.3 12.5 19.3 33.6 9.2 64.2 <br />Queue Length 50th (ft) 89 252 2 30 183 21 54 282 <br />Queue Length 95th (ft) 153 #370 m4 62 244 m29 101 #403 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 328 702 146 1856 961 145 2077 731 <br />Starvation Cap Reductn 0000258000 <br />Spillback Cap Reductn 0 84 000010 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.37 1.05 0.05 0.29 0.88 0.43 0.73 0.91 <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 />2-483