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Queues <br />10: Main St & Santa Clara Ave 09/03/2019 <br />The Addington 09/03/2019 Year 2040 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) 263 817 11 1139 1063 375 1543 511 <br />v/c Ratio 0.73 1.07 0.05 0.64 1.40 1.35 0.66 1.55 <br />Control Delay 42.2 82.9 24.4 11.4 200.2 214.6 10.0 289.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.7 0.0 0.0 0.0 <br />Total Delay 42.2 82.9 24.4 11.4 200.9 214.6 10.0 289.8 <br />Queue Length 50th (ft) 134 ~244 3 135 ~685 ~135 42 ~207 <br />Queue Length 95th (ft) #251 #364 m3 m151 m#754 m#206 160 #311 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 362 765 214 1779 761 278 2341 330 <br />Starvation Cap Reductn 000077000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.73 1.07 0.05 0.64 1.55 1.35 0.66 1.55 <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 />2-523