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Appendix G: Capacity Analysis Backup <br />Generated with umiiimilgi <br />Version 5.00-00 <br />CONSULTING <br />Vistro File: C:\...\Pearson Farm Model.vistro Scenario 5 2040 No -Build PM Peak <br />Report File: C:\...\2040_No-Build PM.pdf 3/7/2017 <br />Intersection Analysis Summary <br />ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS <br />Puma Street &Bunker Lake 2 Two-way stop HCM 2010 SB Thru 0.000 11.4 B <br />Boulevard <br />3 Alpine Drive & Okapi/Puma Two-way stop HCM 2010 NB Thru 0.000 14.3 B <br />Street <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 5: 5 2040 No -Build PM Peak <br />Traffic Impact Study G28 Spack Consulting <br />Pearson Farm Residential Development <br />