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n <br />city n <br />y <br />u <br />Generated with <br />Version 5.00-00 <br />Control Type: <br />Analysis Method: <br />Analysis Period: <br />VISTRO <br />Intersection Setup <br />Name <br />Approach <br />Lane Configuration <br />Turning Movement <br />Lane Width [ft] <br />No. of Lanes in Pocket <br />Pocket Length [ft] <br />Speed [mph] <br />Grade [%] <br />Crosswalk <br />Volumes <br />Intersection Level Of Service Report <br />Intersection 3: Alpine Drive & Okapi/Puma Street <br />Two-way stop <br />HCM 2010 <br />15 minutes <br />Northbound <br />Southbound <br />Delay (sec / veh): 16.6 <br />Level Of Service: C <br />Volume to Capacity (v/c): 0.000 <br />Eastbound <br />Westbound <br />Left Thru Right Left Thru Right Left Thru Right Left Thru Right <br />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 />0 0 0 0 0 0 0 0 <br />30.00 30.00 40.00 40.00 <br />0.00 0.00 0.00 0.00 <br />Yes Yes Yes Yes <br />Name <br />Base Volume Input [veh/h] 2 0 1 3 0 2 0 53 6 0 42 1 <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 1.11 1.00 1.11 1.11 1.11 1.11 1.00 1.11 1.00 1.00 1.11 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] 32 0 40 0 0 0 0 0 177 152 0 0 <br />Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 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] 34 0 41 3 0 2 0 59 183 152 47 1 <br />Peak Hour Factor 0.8534 0.8534 0.8534 0.8534 0.8534 0.8534 0.8534 0.8534 0.8534 0.8534 0.8534 0.8534 <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] 10 0 12 1 0 1 0 17 54 45 14 0 <br />Total Analysis Volume [veh/h] 40 0 48 4 0 2 0 69 214 178 55 1 <br />Pedestrian Volume [ped/h] 0 0 0 0 <br />Scenario 4: 4 2040 No -Build AM Peak <br />Traffic Impact Study G26 Spack Consulting <br />Capstone Homes Residential Development <br />