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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Spa.ck <br />Line Avenue Operations <br />Vistro File: C:\...\Line Ave Vistro.vistro Scenario 22: PM Existing - Roundabout on 5 Line <br />Report File: C:\...\PM Existing - Roundabout at 5th & 6/9/2016 <br />Line.pdf <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 />2 <br />Line Ave & 5th St <br />Roundabout <br />HCM <br />NEB Thru <br />1 7.3 <br />A <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 22: 22: PM Existing - Roundabout on 5 Line <br />Traffic Impact Study D226 Line Avenue Operations <br />