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Appendix F - Capacity Analysis Backup <br />Generated with <br />PTV <br />Version 2020 (SP 0-3) <br />\ASTRO <br />Spack <br />SOLUTIONS <br />Vistro File: C:\...\Ramsey Model.vistro <br />Report File: C:\...\2022 AM Build.pdf <br />Intersection Analysis Summary <br />Scenario 7 2022 AM Build <br />11/9/2020 <br />ID <br />Intersection Name <br />Control Type <br />Method <br />Worst Mvmt <br />V/C <br />Delay (s/veh) <br />LOS <br />1 <br />HWY 10 and Bowers Drive <br />Two-way stop <br />HCM 6th <br />Edition <br />NB Left <br />1.179 <br />438.7 <br />F <br />2 <br />Riverdale Drive and Llama <br />Street <br />Two-way stop <br />HCM 6th <br />Edition <br />WB Left <br />0.005 <br />7.3 <br />A <br />3 <br />Riverdale Drive/Armostrong <br />Boulevard and EB Hwy 10 <br />Ramp <br />Two-way stop <br />HCM 6th <br />Edition <br />NWB Thru <br />0.008 <br />12.2 <br />B <br />4 <br />Armstrong Boulevard and WB <br />Hwy 10 Ramp <br />Signalized <br />HCM 6th <br />Edition <br />NB Left <br />0.166 <br />11.2 <br />B <br />8 <br />Bower Dr and Riverdale Dr <br />Two-way stop <br />HCM 6th <br />Edition <br />EB Left <br />0.025 <br />9.0 <br />A <br />9 <br />Riverdale Drive and Western <br />Site Access <br />Two-way stop <br />HCM 6th <br />Edition <br />NB Left <br />0.020 <br />9.0 <br />A <br />10 <br />Riverdale Drive and Eastern <br />Site Access <br />Two-way stop <br />HCM 6th <br />Edition <br />NB Left <br />0.031 <br />9.1 <br />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 7: 7 2022 AM Build <br />F101 <br />