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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 />Two-way stop <br />HCM 2010 <br />15 minutes <br />Intersection Level Of Service Report <br />Intersection 8: TH 10 & Alpine Drive <br />Southwestbound <br />it <br />Delay (sec / veh): 143.5 <br />Level Of Service: F <br />Volume to Capacity (v/c): 0.556 <br />Northwestbound <br />Southeastbound <br />11r 111 <br />Left Right U-turn Thru Right Left Thru <br />12.00 12.00 12.00 12.00 12.00 12.00 12.00 <br />0 1 1 1 0 0 <br />325.00 340.00 340.00 <br />30.00 65.00 65.00 <br />0.00 0.00 0.00 <br />Yes <br />Yes Yes <br />Name <br />Base Volume Input [veh/h] 27 45 2 855 6 30 1897 <br />Base Volume Adjustment Factor 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 <br />Growth Rate 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 <br />Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 <br />Diverted Trips [veh/h] 0 0 0 0 0 0 0 <br />Pass -by Trips [veh/h] 0 0 0 0 0 0 0 <br />Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 <br />Other Volume [veh/h] 0 0 0 0 0 0 0 <br />Total Hourly Volume [veh/h] 27 45 2 855 6 30 1897 <br />Peak Hour Factor 0.9489 0.9489 0.9489 0.9489 0.9489 0.9489 0.9489 <br />Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 <br />Total 15-Minute Volume [veh/h] 7 12 1 225 2 8 500 <br />Total Analysis Volume [veh/h] 28 47 2 901 6 32 1999 <br />Pedestrian Volume [ped/h] 0 0 0 <br />Scenario 1: 1 Existing AM Peak <br />Traffic Impact Study G8 Spack Consulting <br />Capstone Homes Residential Development <br />