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Version 4.00-04 <br />Generated with <br />0.219Volume to Capacity (v/c): <br />CLevel Of Service: <br />21.7Delay (sec / veh): <br />15 minutesAnalysis Period: <br />HCM 2010Analysis Method: <br />Two-way stopControl Type: <br />Intersection 3: Twin Lakes Rd & Line Ave <br />Intersection Level Of Service Report <br />YesYesYesYesCrosswalk <br />0.000.000.000.00Grade [%] <br />30.0030.0040.0040.00Speed [mph] <br />100.00100.00100.00100.00100.00100.00175.00100.00100.00100.00100.00100.00Pocket Length [ft] <br />000000100101No. of Lanes in Pocket <br />12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] <br />RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement <br />Lane Configuration <br />WestboundEastboundSouthboundNorthboundApproach <br />Line AveLine AveTwin Lakes RdTwin Lakes RdName <br />Intersection Setup <br />0000Pedestrian Volume [ped/h] <br />131789268844731213167Total Analysis Volume [veh/h] <br />0142211721118013317Total 15-Minute Volume [veh/h] <br />1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor <br />0.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.90000.9000Peak Hour Factor <br />131580261764261211860Total Hourly Volume [veh/h] <br />000000000000Other Volume [veh/h] <br />0-111156-1-54-299299015526Existing Site Adjustment Volume [veh/h] <br />000000000000Pass-by Trips [veh/h] <br />000000000000Diverted Trips [veh/h] <br />000000000000Site-Generated Trips [veh/h] <br />000000000000In-Process Volume [veh/h] <br />1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate <br />3.003.003.003.003.003.003.004.003.003.004.003.00Heavy Vehicles Percentage [%] <br />1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor <br />1144243115375127116334Base Volume Input [veh/h] <br />Line AveLine AveTwin Lakes RdTwin Lakes RdName <br />Volumes <br />Scenario 4: 4: AM - Alt B