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Queues 2035 HNTB Design Concept <br />49: Santa Ana & Lacy PM Peak Hour Queues <br />R <br />Lane Group <br />SET <br />NWT <br />NET <br />SWT <br />Lane Group Flow (vph) <br />71 <br />103 <br />657 <br />836 <br />v/c Ratio <br />0.14 <br />0.19 <br />0.63 <br />0.82 <br />Control Delay <br />16.6 <br />18.2 <br />13.8 <br />37.2 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />16.6 <br />18.2 <br />13.8 <br />37.2 <br />Queue Length 50th (ft) <br />18 <br />31 <br />183 <br />362 <br />Queue Length 95th (ft) <br />47 <br />67 <br />288 <br />#497 <br />Internal Link Dist(ft) <br />647 <br />802 <br />990 <br />814 <br />Tum Bay Length (ft) <br />Base Capacity (vph) <br />506 <br />535 <br />1042 <br />1019 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.14 <br />0.19 <br />0.63 <br />0.82 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />7/2/2015 Baseline Synchro 9 Report <br />Page 20 <br />