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Appendix G: Capacity Analysis Backup <br />Generated with mg <br />Version 5.00-00 <br />Intersection Settings <br />VISTRO <br />C©NSU1TMG <br />Priority Scheme <br />Free <br />Free <br />Stop <br />Stop <br />Flared Lane <br />No <br />No <br />Storage Area [veh] <br />Two -Stage Gap Acceptance <br />No <br />No <br />Number of Storage Spaces in Median <br />u <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio <br />0.02 <br />0.00 <br />0.02 <br />0.00 <br />0.04 <br />0.00 <br />0.03 <br />0.19 <br />0.00 <br />0.07 <br />d_M, Delay for Movement [s/veh] <br />7.66 <br />0.00 <br />8.00 <br />C <br />15.48 <br />14.71 <br />9.70 <br />17.00 <br />16.77 <br />12.61 <br />Movement LOS <br />A <br />A <br />A <br />A <br />A <br />A <br />C <br />B <br />A <br />C <br />C <br />B <br />95th-Percentile Queue Length [veh] <br />1.04 <br />1.04 <br />1.04 <br />0.66 <br />0.66 <br />0.66 <br />0.24 <br />0.24 <br />0.24 <br />1.03 <br />1.03 <br />1.03 <br />95th-Percentile Queue Length [ft] <br />25.94 <br />25.94 <br />25.94 <br />16.42 <br />16.42 <br />16.42 <br />5.92 <br />5.92 <br />5.92 <br />25.78 <br />25.78 <br />25.78 <br />d_A, Approach Delay [s/veh] <br />0.47 <br />0.90 <br />11.96 <br />15.19 <br />Approach LOS <br />A <br />A <br />B <br />C <br />d_I, Intersection Delay [s/veh] <br />3.70 <br />Intersection LOS <br />C <br />Scenario 7: 7 2040 Build_ PM Peak <br />Traffic Impact Study G59 Spack Consulting <br />Pearson Farm Residential Development <br />