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Appendix G: Capacity Analysis Backup <br />Generated with ulijimaj <br />Version 5.00-00 <br />Intersection Level Of Service Report <br />Intersection 1: Alpine Drive & Puma Street <br />Control Type: Two-way stop Delay (sec / veh): 9.0 <br />Analysis Method: HCM 2010 Level Of Service: A <br />Analysis Period: 15 minutes Volume to Capacity (v/c): 0.002 <br />CONSULTING <br />Intersection Setup <br />Name <br />Approach Northbound Eastbound Westbound <br />Lane Configuration 1 l"i <br />Turning Movement Left Right Thru I Right Left Thru <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] 2 0 53 6 0 43 <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] 2 0 53 6 0 43 <br />Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 <br />Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 <br />Total 15-Minute Volume [veh/h] 1 0 13 2 0 11 <br />Total Analysis Volume [veh/h] 2 0 53 6 0 43 <br />Pedestrian Volume [ped/h] 0 0 0 <br />Scenario 1: 1 Existing AM Peak <br />Traffic Impact Study G2 Spack Consulting <br />Pearson Farm Residential Development <br />