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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 />293 <br />821 <br />11 <br />1138 <br />1063 <br />383 <br />1564 <br />511 <br />v/c Ratio <br />0.81 <br />1.07 <br />0.05 <br />0.64 <br />1.40 <br />1.38 <br />0.67 <br />1.55 <br />Control Delay <br />48.7 <br />85.1 <br />33.8 <br />19.3 <br />200.7 <br />220.8 <br />7.5 <br />289.8 <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 />48.7 <br />85.1 <br />33.8 <br />19.3 <br />201.1 <br />220.8 <br />7.5 <br />289.8 <br />Queue Length 50th (ft) <br />152 <br />-247 <br />3 <br />231 <br />-704 <br />-125 <br />22 <br />-207 <br />Queue Length 95th (ft) <br />#293 <br />#367 <br />m3 <br />m230 <br />m#693 <br />m#190 <br />85 <br />#311 <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 />764 <br />214 <br />1779 <br />761 <br />278 <br />2341 <br />330 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />47 <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 />0.81 <br />1.07 <br />0.05 <br />0.64 <br />1.49 <br />1.38 <br />0.67 <br />1.55 <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 09/03/2019 Year 2040 With Option E -Main St/Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 5 <br />