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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 />202 <br />766 <br />10 <br />953 <br />1022 <br />300 <br />1500 <br />485 <br />v/c Ratio <br />0.56 <br />1.00 <br />0.05 <br />0.56 <br />1.29 <br />1.40 <br />0.69 <br />1.15 <br />Control Delay <br />34.3 <br />64.4 <br />31.4 <br />18.7 <br />156.0 <br />237.6 <br />11.5 <br />125.9 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.4 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />34.3 <br />64.4 <br />31.4 <br />18.7 <br />156.4 <br />237.6 <br />11.5 <br />125.9 <br />Queue Length 50th (ft) <br />98 <br />-202 <br />2 <br />186 <br />-629 <br />-98 <br />48 <br />-164 <br />Queue Length 95th (ft) <br />172 <br />#331 <br />m3 <br />m228 <br />m1826 <br />#177 <br />#90 <br />#266 <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 />362 <br />765 <br />214 <br />1709 <br />793 <br />214 <br />2177 <br />421 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />54 <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 />0.56 <br />1.00 <br />0.05 <br />0.56 <br />1.38 <br />1.40 <br />0.69 <br />1.15 <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 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 5 <br />