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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 0.01 0.01 0.01 <br /> d_M,Delay for Movement[s/veh] 11.26 9.15 7.56 <br /> Movement LOS B A A A A A <br /> 95th-Percentile Queue Length[veh] 0.06 0.06 0.00 0.00 0.66 0.66 <br /> 95th-Percentile Queue Length[ft] 1.47 1.47 0.00 0.00 16.47 16.47 <br /> d_A,Approach Delay[s/veh] 10.45 0.00 0.27 <br /> Approach LOS B A A <br /> d_I,Intersection Delay[s/veh] 0.47 <br /> Intersection LOS B <br /> Scenario 7:7 2040 Build PM Peak <br /> Traffic Impact Study G61 Spack Consulting <br /> Pearson Farm Residential Development <br />