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8.2. SR 06-20-2016
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8.2. SR 06-20-2016
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6/22/2016 8:00:13 AM
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6/16/2016 10:48:03 AM
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City Government
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SR
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6/20/2016
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Appendix D - Capacity Analysis Backup <br />Generated with <br />Version 4.00-02 <br />Line Avenue Operations <br />Vistro File: C:\...\Line Ave Vistro.vistro <br />Report File: C:\...\PM Existing - Mitigation - Roundabout.pdf <br />Spa c,k <br />Scenario 20: PM Existing - Mit - Roundabout <br />Intersection Analysis Summary <br />6/9/2016 <br />ID <br />Intersection Name <br />Control Type <br />Method <br />Worst Mvmt <br />V/C <br />Delay (s/veh) <br />LOS <br />3 <br />Twin Lakes Rd & Line Ave <br />Roundabout <br />HCM <br />NB Thru <br />1 8.2 <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 20: 20: PM Existing - Mit - Roundabout <br />Traffic Impact Study D201 Line Avenue Operations <br />
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