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Queues 2035 HNTB Street Design Concept <br />1: Raitt & Street Car/Santa Ana AM Peak Hour Queues <br />,< t T Is. l <br />Lane Group <br />WBL <br />WBR <br />NBT <br />SBL <br />SBT <br />Lane Group Flow (vph) <br />212 <br />27 <br />680 <br />130 <br />457 <br />v/c Ratio <br />0.60 <br />0.04 <br />0.83 <br />1.05 <br />0.55 <br />Control Delay <br />40.6 <br />5.6 <br />31.5 <br />124.5 <br />21.2 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />40.6 <br />5.6 <br />31.5 <br />124.5 <br />21.2 <br />Queue Length 50th (ft) <br />110 <br />0 <br />316 <br />—81 <br />184 <br />Queue Length 95th (ft) <br />184 <br />14 <br />#524 <br />#193 <br />276 <br />Internal Link Dist(ft) <br />492 <br />336 <br />Tum Bay Length (ft) <br />Base Capacity (vph) <br />355 <br />728 <br />819 <br />124 <br />836 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <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 />0.60 <br />0.04 <br />0.83 <br />1.05 <br />0.55 <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 />7/22015 Baseline Synchro 9 Report <br />Page 1 <br />