1 - CUP18-27_1703 E 17TH STREET - Laserfiche WebLink

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Scenario 2: 2: Existing PM 6/21/2018 Version 4.00-01 Generated with 0.102Volume to Capacity (v/c): FLevel Of Service: 1,066.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 2010Analysis Method: Two-way stopControl Type: Intersection 2: Mabury St & 17th St Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 45.0045.0025.0025.00Speed [mph] 100.00100.00370.00100.00100.00540.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 001001000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach 17th St17th StMabury StMabury StName Intersection Setup 0000Pedestrian Volume [ped/h] 46146549881246323821273169Total Analysis Volume [veh/h] 1236612223128101318017Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Peak Hour Factor 46146549881246323821273169Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 46146549881246323821273169Base Volume Input [veh/h] 17th St17th StMabury StMabury StName volumes 4Scenario 2: 2: Existing PM GTC J1461 - Rocket Express Car Wash 1-117