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Queues <br />7: Main St & Walkie Way/Project Driveway <br />09/13/2019 <br />� <br />� <br />� <br />� <br />+ <br />I <br />I <br />i <br />Lane Group <br />EBL <br />EBT <br />WBL <br />WBT <br />NBL <br />NBT <br />SBL <br />SBT <br />Lane Group Flow (vph) <br />9 <br />23 <br />31 <br />20 <br />31 <br />1367 <br />33 <br />1651 <br />v/c Ratio <br />0.17 <br />0.48 <br />0.35 <br />0.20 <br />0.30 <br />0.36 <br />0.41 <br />0.44 <br />Control Delay <br />68.4 <br />92.9 <br />67.7 <br />60.7 <br />64.8 <br />6.7 <br />76.1 <br />8.4 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.3 <br />0.0 <br />0.0 <br />Total Delay <br />68.4 <br />92.9 <br />67.7 <br />60.7 <br />64.8 <br />7.0 <br />76.1 <br />8.4 <br />Queue Length 50th (ft) <br />8 <br />20 <br />26 <br />16 <br />26 <br />153 <br />28 <br />211 <br />Queue Length 95th (ft) <br />27 <br />#61 <br />58 <br />43 <br />58 <br />196 <br />64 <br />285 <br />Internal Link Dist (ft) <br />118 <br />96 <br />287 <br />676 <br />Turn Bay Length (ft) <br />70 <br />100 <br />100 <br />80 <br />Base Capacity(vph) <br />54 <br />48 <br />265 <br />304 <br />111 <br />3818 <br />81 <br />3765 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />1566 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <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 />0 <br />0 <br />Reduced v/c Ratio <br />0.17 <br />0.48 <br />0.12 <br />0.07 <br />0.28 <br />0.61 <br />0.41 <br />0.44 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />The Addington 09/12/2019 Existing With Option E Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 3 <br />