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Appendix G: Capacity Analysis Backup <br />Generated with raj <br />Version 5.00-00 <br />VISTRO <br />CONSULTING <br />Vistro File: C:\...\Pearson Farm Model.vistro <br />Report File: C:\...\2040_No-Build AM.pdf <br />Intersection Analysis Summary <br />Scenario 4 2040 No -Build AM Peak <br />3/7/2017 <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 />Puma Street &Bunker Lake <br />Boulevard <br />Two-way stop <br />HCM 2010 <br />SB Thru <br />0.000 <br />11.5 <br />B <br />3 <br />Alpine Drive & Okapi/Puma <br />Street <br />Two-way stop <br />HCM 2010 <br />NB Thru <br />0.000 <br />16.6 <br />C <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 />Scenario 4: 4 2040 No -Build AM Peak <br />Traffic Impact Study G20 Spack Consulting <br />Pearson Farm Residential Development <br />