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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 Free Free Stop Stop <br />Flared Lane No No <br />Storage Area [veh] 0 0 0 <br />Two -Stage Gap Acceptance No No <br />Number of Storage Spaces in Median 0 0 <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio 0.00 0.00 0.00 0.04 0.00 0.00 0.06 0.00 0.06 0.08 0.00 0.02 <br />d_M, Delay for Movement [s/veh] 7.88 0.00 0.00 7.74 0.00 0.00 15.10 15.28 10.76 15.49 14.81 9.94 <br />Movement LOS A A A A A A C C B C B A <br />95th-Percentile Queue Length [veh] 0.61 0.61 0.61 1.05 1.05 1.05 0.40 0.40 0.40 0.33 0.33 0.33 <br />95th-Percentile Queue Length [ft] 15.33 15.33 15.33 26.20 26.20 26.20 10.12 10.12 10.12 8.13 8.13 8.13 <br />d_A, Approach Delay [s/veh] 0.22 1.09 12.41 13.18 <br />Approach LOS A A B B <br />d_I, Intersection Delay [s/veh] 2.76 <br />Intersection LOS C <br />Scenario 6: 6 2040 Build_ AM Peak <br />Traffic Impact Study G44 Spack Consulting <br />Pearson Farm Residential Development <br />