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Appendix G: Capacity Analysis Backup <br /> Generated with log <br /> Version 5.00-00 CONSULTING <br /> Intersection Settings <br /> Priority Scheme Stop Free Free <br /> Flared Lane No <br /> Storage Area[veh] <br /> Two-Stage Gap Acceptance No <br /> Number of Storage Spaces in Median <br /> Movement,Approach,&Intersection Results <br /> V/C,Movement V/C Ratio 0.00 0.00 0.00 <br /> d_M,Delay for Movement[s/veh] 9.09 8.56 7.31 <br /> Movement LOS A A A A A A <br /> 95th-Percentile Queue Length[veh] 0.02 0.02 0.00 0.00 0.00 0.00 <br /> 95th-Percentile Queue Length[ft] 0.49 0.49 0.00 0.00 0.00 0.00 <br /> d_A,Approach Delay[s/veh] 8.91 0.00 0.00 <br /> Approach LOS A A A <br /> d_I,Intersection Delay[s/veh] 0.45 <br /> Intersection LOS A <br /> Scenario 1: 1 Existing AM Peak <br /> Traffic Impact Study G7 Spack Consulting <br /> Pearson Farm Residential Development <br />