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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 6 2040 Build AM Peak <br /> Report File: C:\...\2040_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 14.0 B <br /> Boulevard <br /> 3 Alpine Drive &Okapi Street Two-way stop HCM 2010 NB Thru 0.000 18.9 C <br /> 4 Puma Street& Northern Site Two-way stop HCM 2010 WB Left 0.071 14.9 B <br /> Access <br /> 5 Puma Street &Southern Site Two-way stop HCM 2010 WB Left 0.075 15.5 C <br /> Access <br /> 6 j Alpine Drive & Site Accessj Two-way stop j HCM 2010 j NB Left j 0.021 j 11.0 B <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 6:6 2040 Build AM Peak <br /> Traffic Impact Study G36 Spack Consulting <br /> Pearson Farm Residential Development <br />