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n <br />city n <br />y <br />u <br />Generated with <br />Version 5.00-00 <br />VITRO <br />Vistro File: C:\...\Pearson Farm Model_updated.vistro <br />Report File: C:\Users\Jonah\Desktop\Build AM.pdf <br />Intersection Analysis Summary <br />ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS <br />2 <br />3 <br />4 <br />Puma Street & Bunker Lake <br />Boulevard <br />Alpine Drive & Okapi Street <br />Puma Street & Northern Site <br />Access <br />Scenario 6 2040 Build_ AM Peak <br />5/1/2017 <br />Two-way stop HCM 2010 SB Thru 0.000 14.0 B <br />Two-way stop HCM 2010 NB Thru 0.000 19.1 C <br />Two-way stop HCM 2010 WB Left 0.070 14.7 B <br />5 Puma Street & Southern Site Two-way stop HCM 2010 WB Left 0.075 15.5 C <br />Access <br />6 Alpine Drive & Site Access Two-way stop HCM 2010 NB Left 0.021 10.1 B <br />8 TH 10 & Alpine Drive Two-way stop HCM 2010 SWB Left 2.477 1,264.6 F <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 G43 Speck Consulting <br />Capstone Homes Residential Development <br />