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 0.27 0.00 0.16 0.00 0.00 0.00 0.00 0.04 ).00 0.00 <br /> d_M,Delay for Movement[s/veh] 13.83 14.27 12.20 12.17 11.05 8.58 7.33 7.56 7.00 0.00 <br /> Movement LOS B B B B B A A A A A A A <br /> 95th-Percentile Queue Length[veh] 2.18 F2.18 2.18 0.01 0.01 0.01 0.27 0.27 0.27 0.25 0.25 0.25 <br /> 95th-Percentile Queue Length[ft] 54.57 1 54.57 1 54.57 0.22 0.22 0.22 6.77 1 6.77 6.77 6.16 6.16 6.16 <br /> d_A,Approach Delay[s/veh] 13.08 8.58 0.11 3.54 <br /> Approach LOS B A A A <br /> d_I,Intersection Delay[s/veh] 8.35 <br /> Intersection LOS B <br /> Scenario 5:5 2040 No-Build PM Peak <br /> Traffic Impact Study G32 Spack Consulting <br /> Pearson Farm Residential Development <br />