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Appendix G: Capacity Analysis Backup <br />Generated with hujimma <br />Version 5.00-00 <br />Intersection Settings <br />CONSULTING <br />Priority Scheme Stop Stop Free Free <br />Flared Lane No No <br />Storage Area [veh] 0 <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio 0.00 0.00 0.00 0.38 0.00 0.02 0.01 0.00 <br />d_M, Delay for Movement [s/veh] 10.49 12.17 8.40 13.78 14.17 12.96 8.17 7.25 <br />Movement LOS B B A B B B A A A A A A <br />95th-Percentile Queue Length [veh] 0.00 0.00 0.00 1.90 1.90 1.90 0.07 0.07 0.07 0.00 0.00 0.00 <br />95th-Percentile Queue Length [ft] 0.00 0.00 0.00 47.61 47.61 47.61 1.74 1.74 1.74 0.00 0.00 0.00 <br />d_A, Approach Delay [s/veh] 10.35 13.73 2.20 0.00 <br />Approach LOS B B A A <br />d_I, Intersection Delay [s/veh] 5.29 <br />Intersection LOS B <br />Scenario 7: 7 2040 Build_ PM Peak <br />Traffic Impact Study G53 Spack Consulting <br />Pearson Farm Residential Development <br />