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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 0.15 0.00 0.05 0.01 0.00 0.00 0.00 0.14 <br />d_M, Delay for Movement [s/veh] 16.20 16.55 10.87 15.44 16.38 8.64 7.31 8.25 <br />Movement LOS C C B C C A A A A A A A <br />95th-Percentile Queue Length [veh] 0.75 0.75 0.75 0.04 0.04 0.04 0.00 0.00 0.00 0.64 0.64 0.64 <br />95th-Percentile Queue Length [ft] 18.69 18.69 18.69 1.02 1.02 1.02 0.00 0.00 0.00 16.07 16.07 16.07 <br />d_A, Approach Delay [s/veh] 13.74 13.18 0.00 6.44 <br />Approach LOS B B A A <br />d_I, Intersection Delay [s/veh] 4.85 <br />Intersection LOS C <br />Scenario 4: 4 2040 No -Build AM Peak <br />Traffic Impact Study G24 Spack Consulting <br />Pearson Farm Residential Development <br />