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Appendix G: Capacity Analysis Backup <br /> Generated with <br /> Version 5.00-00 CONSULTING <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 /> Intersection Setup <br /> Name <br /> Approach Southbound Eastbound Westbound <br /> Lane Configuration "r i �"► <br /> Turning Movement Left Right Left 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] 10 10 10 <br /> Scenario 2:2 Existing PM Peak <br /> Traffic Impact Study G16 Spack Consulting <br /> Pearson Farm Residential Development <br />