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Queues 2035 HNTB Street Design Concept <br />27: Main & Santa Ana AM Peak Hour Queues <br />4- t 4\ T l <br />Lane Group <br />WBT <br />WBR <br />NBL <br />NBT <br />SBT <br />Lane Group Flow (vph) <br />788 <br />65 <br />92 <br />1261 <br />1179 <br />v/c Ratio <br />0.84 <br />0.14 <br />0.43 <br />0.57 <br />0.54 <br />Control Delay <br />21.6 <br />2.0 <br />10.8 <br />6.6 <br />10.6 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.1 <br />0.0 <br />Total Delay <br />21.6 <br />2.0 <br />10.8 <br />6.7 <br />10.6 <br />Queue Length 50th (ft) <br />254 <br />4 <br />13 <br />96 <br />178 <br />Queue Length 95th (ft) <br />#323 <br />m8 <br />m23 <br />116 <br />230 <br />Internal Link Dist(ft) <br />62 <br />493 <br />850 <br />Tum Bay Length (ft) <br />200 <br />Base Capacity (vph) <br />940 <br />469 <br />214 <br />2202 <br />2184 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />130 <br />0 <br />Spillback Cap Reductn <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 />Reduced v/c Ratio <br />0.84 <br />0.14 <br />0.43 <br />0.61 <br />0.54 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue maybe longer. <br />Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />7/22015 Baseline Synchro 9 Report <br />Page 8 <br />