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Queues <br />11: Main St & Buffalo Ave/1-5 SB On -Ramp 09/13/2019 <br />T \* i <br />Lane Group <br />EBT <br />NBT <br />SBL <br />SBT <br />Lane Group Flow (vph) <br />358 <br />1066 <br />771 <br />1503 <br />v/c Ratio <br />0.69 <br />0.57 <br />0.63 <br />0.38 <br />Control Delay <br />50.5 <br />29.5 <br />18.2 <br />1.3 <br />Queue Delay <br />0.0 <br />0.1 <br />0.6 <br />0.2 <br />Total Delay <br />50.5 <br />29.6 <br />18.8 <br />1.5 <br />Queue Length 50th (ft) <br />125 <br />216 <br />141 <br />32 <br />Queue Length 95th (ft) <br />168 <br />279 <br />ml63 <br />m40 <br />Internal Link Dist (ft) <br />501 <br />421 <br />357 <br />Turn Bay Length (ft) <br />170 <br />Base Capacity (vph) <br />646 <br />1871 <br />1232 <br />3911 Q <br />Starvation Cap Reductn <br />0 <br />0 <br />166 <br />1193 <br />Spillback Cap Reductn <br />0 <br />76 <br />0 <br />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.55 <br />0.59 <br />0.72 <br />0.55 <br />Intersection Summary <br />m Volume for 95th percentile queue is metered by upstream signal. <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 6 <br />