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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 />120 <br />675 <br />7 <br />500 <br />710 <br />97 <br />1699 <br />778 <br />v/c Ratio <br />0.40 <br />1.04 <br />0.04 <br />0.29 <br />0.76 <br />0.60 <br />0.83 <br />1.04 <br />Control Delay <br />44.0 <br />87.5 <br />34.6 <br />12.8 <br />22.1 <br />42.2 <br />16.2 <br />84.1 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />50.6 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />44.0 <br />87.5 <br />34.6 <br />12.8 <br />72.7 <br />42.2 <br />16.2 <br />84.1 <br />Queue Length 50th (ft) <br />82 <br />-265 <br />2 <br />117 <br />411 <br />33 <br />69 <br />-338 <br />Queue Length 95th (ft) <br />146 <br />#390 <br />m3 <br />110 <br />529 <br />m42 <br />#532 <br />#470 <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 />647 <br />156 <br />1701 <br />932 <br />162 <br />2041 <br />747 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />286 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <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 />0.40 <br />1.04 <br />0.04 <br />0.29 <br />1.10 <br />0.60 <br />0.83 <br />1.04 <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 09/0312019 OY Cumulative -AM Peak Hour Synchro 10 Report <br />Page 5 <br />