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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 0.15 0.00 0.05 0.01 0.00 0.00 0.00 0.14 ).00 0.00 <br /> d_M,Delay for Movement[s/veh] 16.20 16.55 10.87 15.44 16.38 8.64 7.31 8.25 :1.00 0.00 <br /> Movement LOS C C B C C A A A A A A A <br /> 95th-Percentile Queue Length[veh] 0.75 FO.75 0.75 0.04 0.04 0.04 0.00 0.00 0.00 0.64 0.64 0.64 <br /> 95th-Percentile Queue Length[ft] 18.69 1 18.69 1 18.69 1.02 1.02 1.02 0.00 0.00 0.00 16.07 16.07 16.07 <br /> d_A,Approach Delay[s/veh] 13.74 13.18 0.00 6.44 <br /> Approach LOS B B A A <br /> d_I,Intersection Delay[s/veh] 4.85 <br /> Intersection LOS C <br /> Scenario 4:4 2040 No-Build AM Peak <br /> Traffic Impact Study G24 Spack Consulting <br /> Pearson Farm Residential Development <br />