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Queues <br />7: Main St & Santiago <br />ParkANalkie Way <br />09/03/2019 <br />'A <br />4\ <br />T <br />'* <br />Lane Group <br />EBL <br />EBT <br />NBL <br />NBT <br />SB <br />Lane Group Flow (vph) <br />2 <br />1 <br />21 <br />1373 <br />1 <br />1497 <br />v/c Ratio <br />0.01 <br />0.00 <br />0.24 <br />0.42 <br />0.01 <br />0.48 <br />Control Delay <br />33.0 <br />0.0 <br />64.4 <br />12.4 <br />88.0 <br />2.0 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.4 <br />0.0 <br />0.0 <br />Total Delay <br />33.0 <br />0.0 <br />64.4 <br />12.8 <br />88.0 <br />2.0 <br />Queue Length 50th (ft) <br />1 <br />0 <br />17 <br />167 <br />1 <br />19 <br />Queue Length 95th (ft) <br />8 <br />0 <br />m31 <br />193 <br />ml <br />30 <br />Internal Link Dist (ft) <br />118 <br />110 <br />675 <br />Turn Bay Length (ft) <br />70 <br />150 <br />80 <br />Base Capacity (vph) <br />364 <br />563 <br />191 <br />3262 <br />191 <br />3135 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />1201 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />177 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.01 <br />0.00 <br />0.11 <br />0.67 <br />0.01 <br />0.51 <br />Intersection Summary <br />m Volume for 95th percentile queue is metered by upstream signal. <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 3 <br />