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Queues 2035 HNTB Street Design Concept <br />49: Santa Ana & Lacy AM Peak Hour Queues <br />R <br />Lane Group <br />SET <br />NWT <br />NET <br />SWT <br />Lane Group Flow (vph) <br />98 <br />190 <br />479 <br />1076 <br />v/c Ratio <br />0.20 <br />0.37 <br />0.44 <br />1.00 <br />Control Delay <br />18.3 <br />23.5 <br />9.9 <br />46.6 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />18.3 <br />23.5 <br />9.9 <br />46.6 <br />Queue Length 50th (ft) <br />28 <br />69 <br />115 <br />—494 <br />Queue Length 95th (ft) <br />64 <br />125 <br />179 <br />#806 <br />Internal Link Dist(ft) <br />647 <br />802 <br />990 <br />814 <br />Tum Bay Length (ft) <br />Base Capacity (vph) <br />480 <br />518 <br />1099 <br />1071 <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 />0.20 <br />0.37 <br />0.44 <br />1.00 <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 />7/2/2015 Baseline Synchro 9 Report <br />Page 13 <br />