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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 />200 <br />708 <br />10 <br />1051 <br />774 <br />123 <br />1487 <br />380 <br />v/c Ratio <br />0.55 <br />0.93 <br />0.07 <br />0.50 <br />0.85 <br />0.72 <br />0.60 <br />0.87 <br />Control Delay <br />47.9 <br />61.1 <br />29.9 <br />6.2 <br />15.5 <br />88.5 <br />21.4 <br />69.8 <br />Queue Delay <br />0.0 <br />13.5 <br />0.0 <br />0.2 <br />19.5 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />47.9 <br />74.6 <br />29.9 <br />6.4 <br />35.0 <br />88.5 <br />21.4 <br />69.8 <br />Queue Length 50th (ft) <br />152 <br />274 <br />4 <br />67 <br />147 <br />52 <br />177 <br />164 <br />Queue Length 95th (ft) <br />ml92 <br />m#355 <br />m4 <br />80 <br />#195 <br />#102 <br />304 <br />#250 <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 />368 <br />769 <br />143 <br />2118 <br />912 <br />170 <br />2463 <br />452 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />361 <br />152 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />66 <br />0 <br />0 <br />0 <br />0 <br />13 <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 />0.54 <br />1.01 <br />0.07 <br />0.60 <br />1.02 <br />0.72 <br />0.61 <br />0.84 <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 - PM Peak hour Synchro 10 Report <br />Page 5 <br />