Agenda - Council - 06/13/2017 - Laserfiche WebLink

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n city n y u Generated with Version 5.00-00 Control Type: Analysis Method: Analysis Period: VISTRO Intersection Setup Name Approach Lane Configuration Turning Movement Lane Width [ft] No. of Lanes in Pocket Pocket Length [ft] Speed [mph] Grade [%] Crosswalk Volumes Two-way stop HCM 2010 15 minutes Intersection Level Of Service Report Intersection 8: TH 10 & Alpine Drive Southwestbound it Delay (sec / veh): 586.4 Level Of Service: F Volume to Capacity (v/c): 0.814 Northwestbound Southeastbound lir Left Right U-turn Thru Right U-turn Left 12.00 12.00 12.00 12.00 12.00 12.00 12.00 0 1 1 1 0 325.00 340.00 340.00 30.00 65.00 65.00 0.00 0.00 0.00 Yes Yes Yes Thru 12.00 0 Name Base Volume Input [veh/h] 10 40 2 1883 32 4 49 1250 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1 .00 1.00 1.00 In -Process Volume [veh/h] 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 Total Hourly Volume [veh/h] 10 40 2 1883 32 4 49 1250 Peak Hour Factor 0.9618 0.9618 0.9618 0.9618 0.9618 0.9618 0.9618 0.9618 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 15-Minute Volume [veh/h] 3 10 1 489 8 1 13 325 Total Analysis Volume [veh/h] 10 42 2 1958 33 4 51 1300 Pedestrian Volume [ped/h] 0 0 0 Scenario 2: 2 Existing PM Peak Traffic Impact Study G19 Spack Consulting Capstone Homes Residential Development