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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 />SBL <br />S <br />Lane Group Flow (vph) <br />9 <br />23 <br />27 <br />1319 <br />1 <br />1651 <br />v/c Ratio <br />0.02 <br />0.04 <br />0.25 <br />0.41 <br />0.01 <br />0.55 <br />Control Delay <br />33.6 <br />0.1 <br />72.6 <br />10.7 <br />45.0 <br />30.5 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.3 <br />0.0 <br />0.0 <br />Total Delay <br />33.6 <br />0.1 <br />72.6 <br />11.0 <br />45.0 <br />30.5 <br />Queue Length 50th (ft) <br />5 <br />0 <br />20 <br />117 <br />1 <br />478 <br />Queue Length 95th (ft) <br />19 <br />0 <br />m45 <br />390 <br />ml <br />531 <br />Internal Link Dist (ft) <br />118 <br />110 <br />679 <br />Turn Bay Length (ft) <br />70 <br />150 <br />80 <br />Base Capacity (vph) <br />364 <br />558 <br />191 <br />3254 <br />191 <br />3008 Q <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />1109 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <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 />0 <br />Reduced v/c Ratio <br />0.02 <br />0.04 <br />0.14 <br />0.61 <br />0.01 <br />0.55 <br />Intersection Summary <br />m Volume for 95th percentile queue is metered by upstream signal. <br />The Addington 09/03/2019 Existing Conditions - PM Peak hour Synchro 10 Report <br />Page 3 <br />