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Queues <br />10: Main St & Santa 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 />212 <br />689 <br />9 <br />1029 <br />749 <br />127 <br />1462 <br />369 <br />v/c Ratio <br />0.59 <br />0.90 <br />0.04 <br />0.56 <br />0.90 <br />0.58 <br />0.66 <br />0.90 <br />Control Delay <br />35.3 <br />45.5 <br />32.7 <br />18.6 <br />26.0 <br />44.7 <br />10.4 <br />61.5 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />7.2 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />35.3 <br />45.5 <br />32.7 <br />18.6 <br />33.3 <br />44.7 <br />10.4 <br />61.5 <br />Queue Length 50th (ft) <br />104 <br />174 <br />2 <br />209 <br />303 <br />22 <br />195 <br />104 <br />Queue Length 95th (ft) <br />181 <br />#281 <br />m3 <br />253 <br />m#492 <br />m34 <br />336 <br />#191 <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 />766 <br />214 <br />1850 <br />833 <br />218 <br />2200 <br />408 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />63 <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 />0.59 <br />0.90 <br />0.04 <br />0.56 <br />0.97 <br />0.58 <br />0.66 <br />0.90 <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 St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 5 <br />