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Appendix G: Capacity Analysis Backup <br />Generated with mg <br />Version 5.00-00 <br />Intersection Settings <br />VISTRO <br />CONSULTING <br />Priority Scheme <br />Stop <br />Stop <br />Free <br />Free <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 />0.15 <br />0.00 <br />0.05 <br />0.01 <br />0.00 <br />0.00 <br />0.00 <br />0.14 <br />j.u0 <br />0.00 <br />d_M, Delay for Movement [s/veh] <br />16.20 <br />16.55 <br />10.87 <br />15.44 <br />16.38 <br />8.64 <br />7.31 <br />8.25 <br />100 <br />0.00 <br />Movement LOS <br />C <br />C <br />B <br />C <br />C <br />A <br />A <br />A <br />A <br />A <br />A <br />A <br />95th-Percentile Queue Length [veh] <br />0.75 <br />0.75 <br />0.75 <br />0.04 <br />0.04 <br />0.04 <br />0.00 <br />0.00 <br />0.00 <br />0.64 <br />0.64 <br />0.64 <br />95th-Percentile Queue Length [ft] <br />18.69 <br />18.69 <br />18.69 <br />1.02 <br />1.02 <br />1.02 <br />0.00 <br />0.00 <br />0.00 <br />16.07 <br />16.07 <br />16.07 <br />d_A, Approach Delay [s/veh] <br />13.74 <br />13.18 <br />0.00 <br />6.44 <br />Approach LOS <br />B <br />B <br />A <br />A <br />d_I, Intersection Delay [s/veh] <br />4.85 <br />Intersection LOS <br />C <br />Scenario 4: 4 2040 No -Build AM Peak <br />Traffic Impact Study G24 Spack Consulting <br />Pearson Farm Residential Development <br />