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Queues <br />9: Main St & Edgewood <br />Rd <br />09/13/2019 <br />,c <br />T <br />'* <br />♦ <br />t <br />Lane Group <br />WBL <br />WBR <br />NBT <br />SBL2 <br />SBT <br />NWR <br />Lane Group Flow (vph) <br />168 <br />106 <br />838 <br />75 <br />1792 <br />794 <br />v/c Ratio <br />0.70 <br />0.35 <br />0.51 <br />0.54 <br />0.82 <br />0.91 <br />Control Delay <br />60.6 <br />11.7 <br />11.3 <br />63.1 <br />32.7 <br />51.9 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />2.6 <br />0.0 <br />Total Delay <br />60.6 <br />11.7 <br />11.3 <br />63.1 <br />35.4 <br />51.9 <br />Queue Length 50th (ft) <br />114 <br />1 <br />60 <br />51 <br />427 <br />290 <br />Queue Length 95th (ft) <br />183 <br />50 <br />m70 <br />100 <br />499 <br />#421 <br />Internal Link Dist (ft) <br />268 <br />811 <br />44 <br />Turn Bay Length (ft) <br />60 <br />150 <br />450 <br />Base Capacity (vph) <br />289 <br />346 <br />1638 <br />153 <br />2178 <br />910 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />267 <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 />0.58 <br />0.31 <br />0.51 <br />0.49 <br />0.94 <br />0.87 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />The Addington 09/12/2019 Year 2040 With Option E Main StfWalkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 4 <br />