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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 0.27 0.00 0.16 0.00 0.00 0.00 0.00 0.04 <br />d_M, Delay for Movement [s/veh] 13.83 14.27 12.20 12.17 11.05 8.58 7.33 7.56 <br />Movement LOS B B B B B A A A A A A A <br />95th-Percentile Queue Length [veh] 2.18 2.18 2.18 0.01 0.01 0.01 0.27 0.27 0.27 0.25 0.25 0.25 <br />95th-Percentile Queue Length [ft] 54.57 54.57 54.57 0.22 0.22 0.22 6.77 6.77 6.77 6.16 6.16 6.16 <br />d_A, Approach Delay [s/veh] 13.08 8.58 0.11 3.54 <br />Approach LOS B A A A <br />d_I, Intersection Delay [s/veh] 8.35 <br />Intersection LOS B <br />Scenario 5: 5 2040 No -Build PM Peak <br />Traffic Impact Study G32 Spack Consulting <br />Pearson Farm Residential Development <br />