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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 0.04 0.00 0.03 0.19 0.00 0.07 <br />d_M, Delay for Movement [s/veh] 7.66 0.00 0.00 8.00 0.00 0.00 15.48 14.71 9.70 17.00 16.77 12.61 <br />Movement LOS A A A A A A C B A C C B <br />95th-Percentile Queue Length [veh] 1.04 1.04 1.04 0.66 0.66 0.66 0.24 0.24 0.24 1.03 1.03 1.03 <br />95th-Percentile Queue Length [ft] 25.94 25.94 25.94 16.42 16.42 16.42 5.92 5.92 5.92 25.78 25.78 25.78 <br />d_A, Approach Delay [s/veh] 0.47 0.90 11.96 15.19 <br />Approach LOS A A B C <br />d_I, Intersection Delay [s/veh] 3.70 <br />Intersection LOS C <br />Scenario 7: 7 2040 Build_ PM Peak <br />Traffic Impact Study G59 Spack Consulting <br />Pearson Farm Residential Development <br />