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Queues <br />6: Main St & Memory <br />Lane <br />09/13/2019 <br />, <br />--P� <br />f-- <br />.0---k- <br />4\ <br />I * <br />I <br />i <br />Lane Group <br />EBL <br />EBT <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />SBL <br />SBT <br />Lane Group Flow (vph) <br />419 <br />529 <br />240 <br />198 <br />88 <br />136 <br />1748 <br />44 <br />1579 <br />v/c Ratio <br />0.95 <br />0.33 <br />0.69 <br />0.19 <br />0.15 <br />0.48 <br />0.90 <br />0.16 <br />0.85 <br />Control Delay <br />83.2 <br />26.3 <br />62.8 <br />32.5 <br />0.6 <br />58.1 <br />42.6 <br />51.6 <br />40.2 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />83.2 <br />26.3 <br />62.8 <br />32.5 <br />0.6 <br />58.1 <br />42.6 <br />51.6 <br />40.2 <br />Queue Length 50th (ft) <br />168 <br />93 <br />93 <br />60 <br />0 <br />52 <br />475 <br />16 <br />404 <br />Queue Length 95th (ft) <br />#267 <br />126 <br />137 <br />92 <br />1 <br />84 <br />#590 <br />35 <br />482 <br />Internal Link Dist (ft) <br />475 <br />347 <br />678 <br />458 <br />Turn Bay Length (ft) <br />130 <br />230 <br />470 <br />230 <br />160 <br />Base Capacity(vph) <br />443 <br />1593 <br />371 <br />1032 <br />571 <br />343 <br />1933 <br />314 <br />1848 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <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 />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.95 <br />0.33 <br />0.65 <br />0.19 <br />0.15 <br />0.40 <br />0.90 <br />0.14 <br />0.85 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />The Addington 09/03/2019 Year 2040 With Option E -Main St/Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 2 <br />