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Queues <br />10: Main St & Santa Clara Ave 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative Conditions - 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) 202 766 10 953 1022 300 1500 485 <br />v/c Ratio 0.56 1.00 0.05 0.56 1.29 1.40 0.69 1.15 <br />Control Delay 34.3 64.4 31.4 18.7 156.0 237.6 11.5 125.9 <br />Queue Delay 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 <br />Total Delay 34.3 64.4 31.4 18.7 156.4 237.6 11.5 125.9 <br />Queue Length 50th (ft) 98 ~202 2 186 ~629 ~98 48 ~164 <br />Queue Length 95th (ft) 172 #331 m3 m228 m#826 #177 #90 #266 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 362 765 214 1709 793 214 2177 421 <br />Starvation Cap Reductn 000054000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.56 1.00 0.05 0.56 1.38 1.40 0.69 1.15 <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 />2-507