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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 />0.00 <br />0.00 <br />0.04 <br />0.00 <br />0.06 <br />0.00 <br />0.06 <br />0.08 <br />0.00 <br />0.02 <br />d_M, Delay for Movement [s/veh] <br />7.88 <br />0.00 <br />7.74 <br />C <br />15.10 <br />15.28 <br />10.76 <br />15.49 <br />14.81 <br />9.94 <br />Movement LOS <br />A <br />A <br />A <br />A <br />A <br />A <br />C <br />C <br />B <br />C <br />B <br />A <br />95th-Percentile Queue Length [veh] <br />0.61 <br />0.61 <br />0.61 <br />1.05 <br />1.05 <br />1.05 <br />0.40 <br />0.40 <br />0.40 <br />0.33 <br />0.33 <br />0.33 <br />95th-Percentile Queue Length [ft] <br />15.33 <br />15.33 <br />15.33 <br />26.20 <br />26.20 <br />26.20 <br />10.12 <br />10.12 <br />10.12 <br />8.13 <br />8.13 <br />8.13 <br />d_A, Approach Delay [s/veh] <br />0.22 <br />1.09 <br />12.41 <br />13.18 <br />Approach LOS <br />A <br />A <br />B <br />B <br />d_I, Intersection Delay [s/veh] <br />2.76 <br />Intersection LOS <br />C <br />Scenario 6: 6 2040 Build_ AM Peak <br />Traffic Impact Study G44 Spack Consulting <br />Pearson Farm Residential Development <br />