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Generated with <br />Version 4.00-02 <br />Appendix D - Capacity Analysis Backup <br />Line Avenue Operations <br />Spa.ck <br />Vistro File: C:\...\Line Ave Vistro.vistro Scenario 9: AM Existing - Mitigation <br />Report File: C:\...\AM Existing - Mitigation.pdf 6/9/2016 <br />Intersection Analysis Summary <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 />NB Thru <br />0.000 <br />11.0 <br />B <br />2 <br />Line Ave & 5th St <br />Two-way stop <br />HCM 2010 <br />NEB Left <br />0.079 <br />13.7 <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 9: 9: AM Existing - Mitigation <br />Traffic Impact Study D137 <br />Line Avenue Operations <br />