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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 />178 <br />737 <br />8 <br />641 <br />755 <br />168 <br />1791 <br />821 <br />v/c Ratio <br />0.59 <br />1.14 <br />0.05 <br />0.38 <br />0.83 <br />0.82 <br />0.86 <br />1.14 <br />Control Delay <br />50.1 <br />119.1 <br />36.8 <br />14.6 <br />25.9 <br />51.0 <br />15.4 <br />116.1 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />50.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />50.1 <br />119.1 <br />36.8 <br />14.6 <br />75.9 <br />51.0 <br />15.4 <br />116.1 <br />Queue Length 50th (ft) <br />127 <br />-317 <br />2 <br />157 <br />442 <br />55 <br />65 <br />-385 <br />Queue Length 95th (ft) <br />210 <br />#445 <br />m3 <br />157 <br />#563 <br />m#71 <br />#570 <br />#519 <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 />646 <br />156 <br />1682 <br />907 <br />205 <br />2084 <br />722 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />259 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />8 <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 />0.59 <br />1.14 <br />0.05 <br />0.38 <br />1.17 <br />0.82 <br />0.86 <br />1.14 <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 09/12/2019 Year 2040 With Option E Main StfWalkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 5 <br />