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Appendix G: Capacity Analysis Backup <br />Generated with <br />Version 5.00-00 <br />PTV <br />VISTRO <br />CONSULTING <br />Control Type: <br />Analysis Method: <br />Analysis Period: <br />Intersection Setup <br />Intersection Level Of Service Report <br />Intersection 3: Alpine Drive & Okapi Street <br />Two-way stop Delay (sec / veh): <br />HCM 2010 Level Of Service: <br />15 minutes <br />Volume to Capacity (v/c): <br />17.1 <br />C <br />0.000 <br />Name <br />Approach <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />Lane Configuration <br />+ <br />Turning Movement <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Left <br />Thru <br />Right <br />Lane Width [ft] <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />12.00 <br />No. of Lanes in Pocket <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Pocket Length [ft] <br />Speed [mph] <br />30.00 <br />30.00 <br />40.00 <br />40.00 <br />Grade [%] <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />Crosswalk <br />Yes <br />Yes <br />Yes <br />Yes <br />Volumes <br />Name <br />Base Volume Input [veh/h] <br />4 <br />0 <br />1 <br />0 <br />0 <br />3 <br />2 <br />58 <br />3 <br />1 <br />50 <br />4 <br />Base Volume Adjustment Factor <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />Heavy Vehicles Percentage [%] <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />2.00 <br />Growth Rate <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />In -Process Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Site -Generated Trips [veh/h] <br />193 <br />0 <br />169 <br />0 <br />0 <br />0 <br />0 <br />5 <br />88 <br />78 <br />9 <br />0 <br />Diverted Trips [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Pass -by Trips [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Existing Site Adjustment Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Other Volume [veh/h] <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Total Hourly Volume [veh/h] <br />197 <br />0 <br />170 <br />0 <br />0 <br />3 <br />2 <br />63 <br />91 <br />79 <br />59 <br />4 <br />Peak Hour Factor <br />1.0000 <br />1.0000 <br />1.0000 <br />0.9023 <br />1.0000 <br />0.9023 <br />0.9023 <br />0.9023 <br />1.0000 <br />1.0000 <br />0.9023 <br />0.9023 <br />Other Adjustment Factor <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />1.0000 <br />Total 15-Minute Volume [veh/h] <br />49 <br />0 <br />43 <br />0 <br />0 <br />1 <br />1 <br />17 <br />23 <br />20 <br />16 <br />1 <br />Total Analysis Volume [veh/h] <br />197 <br />0 <br />170 <br />0 <br />0 <br />3 <br />2 <br />70 <br />91 <br />79 <br />65 <br />4 <br />Pedestrian Volume [ped/h] <br />0 <br />0 <br />0 <br />0 <br />Scenario 7: 7 2040 Build_ PM Peak <br />Traffic Impact Study G54 Spack Consulting <br />Pearson Farm Residential Development <br />