Laserfiche WebLink
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 0.34 0.00 0.18 0.00 0.00 0.00 0.00 0.06 ).00 0.00 <br /> d_M,Delay for Movement[s/veh] 16.66 17.08 14.29 13.61 12.03 8.62 7.35 7.69 7.00 0.00 <br /> Movement LOS C C B B B A A A A A A A <br /> 95th-Percentile Queue Length[veh] 3.05 F3.05 3.05 0.01 0.01 0.01 0.36 0.36 0.36 0.35 0.35 0.35 <br /> 95th-Percentile Queue Length[ft] 76.27 1 76.27 1 76.27 0.23 0.23 0.23 8.91 1 8.91 8.91 8.72 8.72 8.72 <br /> d_A,Approach Delay[s/veh] 15.56 8.62 0.09 4.10 <br /> Approach LOS C A A A <br /> d_I,Intersection Delay[s/veh] 9.34 <br /> Intersection LOS C <br /> Scenario 7:7 2040 Build PM Peak <br /> Traffic Impact Study G55 Spack Consulting <br /> Pearson Farm Residential Development <br />