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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 Free Free <br />Flared Lane No <br />Storage Area [veh] 0 0 <br />Two -Stage Gap Acceptance No <br />Number of Storage Spaces in Median 0 <br />Movement, Approach, & Intersection Results <br />V/C, Movement V/C Ratio 0.02 0.01 0.00 0.00 0.00 <br />d_M, Delay for Movement [s/veh] 10.96 9.72 0.00 0.00 7.74 <br />Movement LOS B A A A A A <br />95th-Percentile Queue Length [veh] 0.10 0.10 0.00 0.00 0.32 0.32 <br />95th-Percentile Queue Length [ft] 2.40 2.40 0.00 0.00 8.07 8.07 <br />d_A, Approach Delay [s/veh] 10.49 0.00 0.18 <br />Approach LOS B A A <br />d_I, Intersection Delay [s/veh] 0.61 <br />Intersection LOS B <br />Scenario 6: 6 2040 Build_ AM Peak <br />Traffic Impact Study G46 Spack Consulting <br />Pearson Farm Residential Development <br />