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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 />2 <br />1 <br />48 <br />33 <br />21 <br />1391 <br />12 <br />1497 <br />v/c Ratio <br />0.04 <br />0.02 <br />0.36 <br />0.28 <br />0.22 <br />0.36 <br />0.15 <br />0.40 <br />Control Delay <br />62.5 <br />62.0 <br />63.4 <br />61.2 <br />63.4 <br />6.6 <br />64.1 <br />8.4 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.4 <br />0.0 <br />0.0 <br />Total Delay <br />62.5 <br />62.0 <br />63.4 <br />61.2 <br />63.4 <br />7.0 <br />64.1 <br />8.4 <br />Queue Length 50th (ft) <br />2 <br />1 <br />39 <br />27 <br />17 <br />110 <br />10 <br />187 <br />Queue Length 95th (ft) <br />11 <br />8 <br />78 <br />60 <br />45 <br />214 <br />32 <br />256 <br />Internal Link Dist (ft) <br />lll� "118 <br />96 <br />287 <br />678 <br />Turn Bay Length (ft) <br />70 <br />90 <br />100 <br />80 <br />Base Capacity(vph) <br />54 <br />48 <br />340 <br />304 <br />103 <br />3861 <br />81 <br />3731 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />1726 <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 />0.04 <br />0.02 <br />0.14 <br />0.11 <br />0.20 <br />0.65 <br />0.15 <br />0.40 <br />Intersection Summary <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 3 <br />