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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 Stop Free Free <br /> Flared Lane No No <br /> Storage Area[veh] <br /> Two-Stage Gap Acceptance No No <br /> Number of Storage Spaces in Median u <br /> Movement,Approach,&Intersection Results <br /> V/C,Movement V/C Ratio 0.00 0.00 0.00 0.38 0.00 0.02 0.01 0.00 u.00 0.00 <br /> d_M,Delay for Movement[s/veh] 10.49 12.17 8.40 13.78 14.17 12.96 8.17 7.25 :1.00 0.00 <br /> Movement LOS B B A B B B A A A A A A <br /> 95th-Percentile Queue Length[veh] 0.00 0.00 0.00 1.90 1.90 1.90 0.07 0.07 0.07 0.00 0.00 0.00 <br /> 95th-Percentile Queue Length[ft] 0.00 1 0.00 1 0.00 47.61 47.61 47.61 1.74 1.74 1.74 0.00 0.00 0.00 <br /> d_A,Approach Delay[s/veh] 10.35 13.73 2.20 0.00 <br /> Approach LOS B B A A <br /> d_I,Intersection Delay[s/veh] 5.29 <br /> Intersection LOS B <br /> Scenario 7:7 2040 Build PM Peak <br /> Traffic Impact Study G53 Spack Consulting <br /> Pearson Farm Residential Development <br />