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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): 17.1 <br /> Analysis Method: HCM 2010 Level Of Service: C <br /> Analysis Period: 15 minutes Volume to Capacity(v/c): 0.000 <br /> Intersection Setup <br /> Name <br /> Approach Northbound Southbound Eastbound Westbound <br /> Lane Configuration + <br /> Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru TRght <br /> Lane Width[ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 <br /> No.of Lanes in Pocket 0 0 0 0 0 0 0 0 <br /> Pocket Length[ft] <br /> Speed[mph] 30.00 130.00 40.00 140.00 <br /> Grade[%] 0.00 0.00 0.00 0.00 <br /> Crosswalk Yes Yes Yes Yes <br /> Volumes <br /> Name <br /> Base Volume Input[veh/h] 4 0 1 0 0 3 2 58 1 3 1 50 4 <br /> Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 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 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 1.00 1.00 1.00 1.00 1.00 1.00 <br /> In-Process Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Site-Generated Trips[veh/h] 193 0 169 0 0 0 0 5 88 78 9 1 0 <br /> Diverted Trips[veh/h] TT 0 0 0 0 0 0 0 0 _77-6 0 <br /> Pass-by Trips[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Existing Site Adjustment Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Other Volume[veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Total Hourly Volume[veh/h] 197 0 170 0 0 3 2 63 91 79 59 4 <br /> Peak Hour Factor 1.0000 1.0000 1 1.0000 0.9023 1.0000 0.9023 0.9023 0.9023 1.0000 1.0000 0.9023 0.9023 <br /> Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 <br /> Total 15-Minute Volume[veh/h] 49 0 43 0 0 1 1 17 23 20 716 1 <br /> Total Analysis Volume[veh/h] 197 0 170 0 0 3 2 70 91 79 65 4 <br /> Pedestrian Volume[ped/h] 0 10 0 10 <br /> Scenario 7:7 2040 Build PM Peak <br /> Traffic Impact Study G54 Spack Consulting <br /> Pearson Farm Residential Development <br />