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Appendix G: Capacity Analysis Backup <br /> Generated with <br /> Version 5.00-00 CONSULTING <br /> Vistro File: C:\...\Pearson Farm Model.vistro Scenario 1 Existing AM Peak <br /> Report File: C:\Users\Jonah\Desktop\AM EXIST.pdf 3/7/2017 <br /> Intersection Analysis Summary <br /> ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS <br /> 1 Alpine Drive & Puma Street Two-way stop HCM 2010 NB Left 0.002 9.0 A <br /> 2 Puma Street& Bunker Lake Two-way stop HCM 2010 SB Thru 0.000 9.0 A <br /> Boulevard <br /> 3 Alpine Drive &Okapi Street Two-way stop HCM 2010 SB Left 0.005 9.1 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 /> Scenario 1: 1 Existing AM Peak <br /> Traffic Impact Study G1 Spack Consulting <br /> Pearson Farm Residential Development <br />