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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 />121 <br />649 <br />7 <br />536 <br />621 <br />62 <br />1516 <br />663 <br />v/c Ratio <br />0.37 <br />0.93 <br />0.05 <br />0.29 <br />0.65 <br />0.43 <br />0.73 <br />0.93 <br />Control Delay <br />45.1 <br />64.2 <br />85.3 <br />12.5 <br />15.1 <br />33.6 <br />9.2 <br />64.2 <br />Queue Delay <br />0.0 <br />26.8 <br />0.0 <br />0.0 <br />4.3 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />45.1 <br />91.0 <br />85.3 <br />12.5 <br />19.3 <br />33.6 <br />9.2 <br />64.2 <br />Queue Length 50th (ft) <br />89 <br />252 <br />2 <br />30 <br />183 <br />21 <br />54 <br />282 <br />Queue Length 95th (ft) <br />153 <br />#370 <br />m4 <br />62 <br />244 <br />m29 <br />101 <br />#403 <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 />328 <br />702 <br />146 <br />1856 <br />961 <br />145 <br />2077 <br />731 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />258 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />84 <br />0 <br />0 <br />0 <br />0 <br />1 <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 />0.37 <br />1.05 <br />0.05 <br />0.29 <br />0.88 <br />0.43 <br />0.73 <br />0.91 <br />Intersection Summary <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 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 5 <br />