Laserfiche WebLink
Appendix G: Capacity Analysis Backup <br />Generated with ulijimaj <br />Version 5.00-00 <br />Intersection Level Of Service Report <br />Intersection 3: Alpine Drive & Okapi Street <br />Control Type: Two-way stop Delay (sec / veh): 9.2 <br />Analysis Method: HCM 2010 Level Of Service: A <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.000 <br />CONSULTING <br />Intersection Setup <br />Name <br />Approach Southbound Eastbound Westbound <br />Lane Configuration 7 l"i I"► <br />Turning Movement Left Right Left I Thru Thru Right <br />Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 <br />No. of Lanes in Pocket 0 0 0 0 0 0 <br />Pocket Length [ft] <br />Speed [mph] 30.00 40.00 40.00 <br />Grade [%] 0.00 0.00 0.00 <br />Crosswalk Yes Yes Yes <br />Volumes <br />Name <br />Base Volume Input [veh/h] 0 3 2 58 50 4 <br />Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 <br />Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 <br />Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 <br />In -Process Volume [veh/h] 0 0 0 0 0 0 <br />Site -Generated Trips [veh/h] 0 0 0 0 0 0 <br />Diverted Trips [veh/h] 0 0 0 0 0 0 <br />Pass -by Trips [veh/h] 0 0 0 0 0 0 <br />Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 <br />Other Volume [veh/h] 0 0 0 0 0 0 <br />Total Hourly Volume [veh/h] 0 3 2 58 50 4 <br />Peak Hour Factor 0.9023 0.9023 0.9023 0.9023 0.9023 0.9023 <br />Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 <br />Total 15-Minute Volume [veh/h] 0 1 1 16 14 1 <br />Total Analysis Volume [veh/h] 0 3 2 64 55 4 <br />Pedestrian Volume [ped/h] 0 0 0 <br />Scenario 2: 2 Existing PM Peak <br />Traffic Impact Study G16 Spack Consulting <br />Pearson Farm Residential Development <br />