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Queues <br />10: Main St & Santa Clara Ave 09/13/2019 <br />The Addington 09/12/2019 Existing With Option E Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 5 <br />Lane Group EBL EBT NBL2 NBT NBR SBL SBT SER <br />Lane Group Flow (vph) 212 689 9 1029 749 127 1462 369 <br />v/c Ratio 0.59 0.90 0.04 0.56 0.90 0.58 0.66 0.90 <br />Control Delay 35.3 45.5 32.7 18.6 26.0 44.7 10.4 61.5 <br />Queue Delay 0.0 0.0 0.0 0.0 7.2 0.0 0.0 0.0 <br />Total Delay 35.3 45.5 32.7 18.6 33.3 44.7 10.4 61.5 <br />Queue Length 50th (ft) 104 174 2 209 303 22 195 104 <br />Queue Length 95th (ft) 181 #281 m3 253 m#492 m34 336 #191 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 362 766 214 1850 833 218 2200 408 <br />Starvation Cap Reductn 000063000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.59 0.90 0.04 0.56 0.97 0.58 0.66 0.90 <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 />2-499