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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 />222 <br />768 <br />10 <br />965 <br />1022 <br />309 <br />1523 <br />485 <br />v/c Ratio <br />0.61 <br />1.00 <br />0.05 <br />0.54 <br />1.34 <br />1.11 <br />0.65 <br />1.47 <br />Control Delay <br />36.2 <br />65.0 <br />33.3 <br />19.0 <br />177.9 <br />124.8 <br />8.6 <br />256.8 <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 />36.2 <br />65.0 <br />33.3 <br />19.0 <br />178.3 <br />124.8 <br />8.6 <br />256.8 <br />Queue Length 50th (ft) <br />109 <br />-204 <br />3 <br />194 <br />-659 <br />-84 <br />28 <br />-192 <br />Queue Length 95th (ft) <br />189 <br />#333 <br />m3 <br />m217 <br />m#775 <br />#165 <br />61 <br />#293 <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 />1779 <br />764 <br />278 <br />2339 <br />330 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />43 <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 />0.61 <br />1.00 <br />0.05 <br />0.54 <br />1.42 <br />1.11 <br />0.65 <br />1.47 <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 OY Cumulative With Option E - Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 5 <br />