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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 4 2040 No-Build AM Peak <br /> Report File: C:\...\2040_No-Build AM.pdf 3/7/2017 <br /> Intersection Analysis Summary <br /> ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS <br /> 2 Puma Street& Bunker Lake Two-way stop HCM 2010 SB Thru 0.000 11.5 B <br /> Boulevard <br /> 3 Alpine Drive &Okapi/Puma Two-way stop HCM 2010 NB Thru 0.000 16.6 C <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 4:4 2040 No-Build AM Peak <br /> Traffic Impact Study G20 Spack Consulting <br /> Pearson Farm Residential Development <br />