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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 0 <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio 0.24 0.00 0.09 0.01 0.00 0.00 0.00 0.15 v ,.0 <br />d_M, Delay for Movement [s/veh] 18.62 18.94 12.74 16.83 17.18 8.69 7.32 8.33 _I.00 0.00 <br />Movement LOS C C B C C A A A A A A A <br />95th-Percentile Queue Length [veh] 1.43 1.43 1.43 0.05 0.05 0.05 0.00 0.00 0.00 0.70 0.70 0.70 <br />95th-Percentile Queue Length [ft] 35.73 35.73 35.73 1.14 1.14 1.14 0.00 0.00 0.00 17.53 17.53 17.53 <br />d_A, Approach Delay [s/veh] 15.84 14.12 0.00 6.47 <br />Approach LOS C B A A <br />d_I, Intersection Delay [s/veh] 5.99 <br />Intersection LOS C <br />Scenario 6: 6 2040 Build_ AM Peak <br />Traffic Impact Study G40 Spack Consulting <br />Pearson Farm Residential Development <br />