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Queues <br />10: Main St & Santa Clara Ave 09/03/2019 <br />The Addington 09/03/2019 Year 2040 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) 172 736 8 637 755 156 1758 821 <br />v/c Ratio 0.57 1.14 0.05 0.36 0.82 0.82 0.82 1.18 <br />Control Delay 49.3 118.5 41.0 13.0 24.6 54.3 14.4 132.7 <br />Queue Delay 0.0 0.0 0.0 0.0 50.3 0.0 0.0 0.0 <br />Total Delay 49.3 118.5 41.0 13.0 74.9 54.3 14.5 132.7 <br />Queue Length 50th (ft) 123 ~316 2 149 448 52 70 ~395 <br />Queue Length 95th (ft) 203 #445 m3 132 569 m#76 #541 #530 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 300 646 156 1752 919 190 2132 696 <br />Starvation Cap Reductn 0000278000 <br />Spillback Cap Reductn 00000070 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.57 1.14 0.05 0.36 1.18 0.82 0.83 1.18 <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 />2-519