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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Vistro File: C:\...\Line Ave Vistro.vistro <br />Report File: C:\...\AM Existing.pdf <br />Line Avenue Operations <br />Intersection Analysis Summary <br />Spa.clk <br />Scenario 1: AM Existing <br />6/8/2016 <br />ID <br />Intersection Name <br />Control Type <br />Method <br />Worst Mvmt <br />V/C <br />Delay (s/veh) <br />LOS <br />1 <br />Dodge Ave & 5th St <br />Two-way stop <br />HCM 2010 <br />SB Thru <br />0.000 <br />10.9 <br />B <br />2 <br />Line Ave & 5th St <br />Two-way stop <br />HCM 2010 <br />SEB Left <br />0.099 <br />13.8 <br />B <br />3 <br />Twin Lakes Rd & Line Ave <br />Two-way stop <br />HCM 2010 <br />WB Thru <br />0.046 <br />16.0 <br />C <br />4 <br />Line Ave & 3rd St <br />Two-way stop <br />HCM 2010 <br />WB Left <br />0.005 <br />14.7 <br />B <br />5 <br />Line Ave & Main St <br />Signalized <br />HCM 2010 <br />NB Left <br />0.498 <br />19.5 <br />B <br />6 <br />Twin Lakes Rd & 181st Ave <br />All -way stop <br />HCM 2010 <br />NWB Thru <br />12.1 <br />B <br />V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for <br />all other control types, they are taken for the whole intersection. <br />Line Avenue Operations <br />Scenario 1: 1: AM Existing <br />Traffic Impact Study D 1 Line Avenue Operations <br />