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Queues <br />10: Main St & Santa Clara Ave & Sasnta Clara Ave 09/13/2019 <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 />127 <br />643 <br />7 <br />535 <br />615 <br />74 <br />1534 <br />656 <br />v/c Ratio <br />0.39 <br />0.92 <br />0.04 <br />0.29 <br />0.65 <br />0.47 <br />0.74 <br />0.97 <br />Control Delay <br />42.0 <br />58.1 <br />29.0 <br />15.8 <br />18.6 <br />31.8 <br />9.2 <br />69.8 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />6.5 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />42.0 <br />58.1 <br />29.0 <br />15.8 <br />25.1 <br />31.8 <br />9.2 <br />69.8 <br />Queue Length 50th (ft) <br />85 <br />224 <br />2 <br />129 <br />345 <br />26 <br />52 <br />262 <br />Queue Length 95th (ft) <br />150 <br />#336 <br />m3 <br />149 <br />455 <br />m32 <br />61 <br />#394 <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 />329 <br />708 <br />156 <br />1841 <br />941 <br />159 <br />2082 <br />677 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />272 <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 />0.39 <br />0.91 <br />0.04 <br />0.29 <br />0.92 <br />0.47 <br />0.74 <br />0.97 <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 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 5 <br />