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