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Queues <br />10: Main St & Santa Clara Ave 09/03/2019 <br />4\ T Z <br />Lane Group <br />EBL <br />EBT <br />NBL2 <br />NBT <br />NBR <br />SBL <br />SBT <br />SER <br />Lane Group Flow (vph) <br />172 <br />736 <br />8 <br />637 <br />755 <br />156 <br />1758 <br />821 <br />v/c Ratio <br />0.57 <br />1.14 <br />0.05 <br />0.36 <br />0.82 <br />0.82 <br />0.82 <br />1.18 <br />Control Delay <br />49.3 <br />118.5 <br />41.0 <br />13.0 <br />24.6 <br />54.3 <br />14.4 <br />132.7 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />50.3 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />49.3 <br />118.5 <br />41.0 <br />13.0 <br />74.9 <br />54.3 <br />14.5 <br />132.7 <br />Queue Length 50th (ft) <br />123 <br />-316 <br />2 <br />149 <br />448 <br />52 <br />70 <br />-395 <br />Queue Length 95th (ft) <br />203 <br />#445 <br />m3 <br />132 <br />569 <br />m#76 <br />#541 <br />#530 <br />Internal Link Dist (ft) <br />562 <br />357 <br />811 <br />Turn Bay Length (ft) <br />70 <br />300 <br />450 <br />630 <br />Base Capacity(vph) <br />300 <br />646 <br />156 <br />1752 <br />919 <br />190 <br />2132 <br />696 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />278 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />7 <br />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.57 <br />1.14 <br />0.05 <br />0.36 <br />1.18 <br />0.82 <br />0.83 <br />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 />The Addington 09/03/2019 Year 2040 Conditions - AM Peak hour Synchro 10 Report <br />Page 5 <br />