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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 0.24 0.00 0.09 0.01 0.00 0.00 0.00 0.15 ).00 0.00 <br /> d_M,Delay for Movement[s/veh] 18.62 18.94 12.74 16.83 17.18 8.69 7.32 8.33 7.00 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 F1.43 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 1 35.73 1 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 />