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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 0.02 0.00 0.00 0.02 0.00 0.00 0.02 0.00 0.02 0.18 0.00 0.07 <br />d_M, Delay for Movement [s/veh] 7.55 0.00 0.00 8.02 0.00 0.00 14.69 14.02 9.22 16.09 16.01 12.39 <br />Movement LOS A A A A A A B B A C C B <br />95th-Percentile Queue Length [veh] 1.01 1.01 1.01 0.49 0.49 0.49 0.14 0.14 0.14 0.97 0.97 0.97 <br />95th-Percentile Queue Length [ft] 25.37 25.37 25.37 12.23 12.23 12.23 3.48 3.48 3.48 24.26 24.26 24.26 <br />d_A, Approach Delay [s/veh] 0.45 1.17 10.98 14.57 <br />Approach LOS A A B B <br />d_I, Intersection Delay [s/veh] 3.61 <br />Intersection LOS C <br />Scenario 7: 7 2040 Build_ PM Peak <br />Traffic Impact Study G57 Spack Consulting <br />Pearson Farm Residential Development <br />