INTERSECTION COUNTGiven the data gathered atStaunton Road a Rural PrimaryApril 18, 2019ThursdayDate:Day:Direction:From:Staunton RoadRoad in the CordillerasTo South RoadTo West RoadLeft Turn (LT):determine the following:Right Turn (RT):JeepVanTruckMotorcycle Cars/SUVBus(a) Peak Hour Volume(b) Peak Hour Factor(c) AADT(d) Design flow RateTimeLTRTLTRTLTRTLTRTLTRTLTRT2:45-3:004153210818103:00-3:156.167211593:15-3:3011011710123:30-3:45491011919103:45-4:003410711511184:00-4:1541139.111994:15-4:3093159129201.4:30-4:45410891113114:45-5:00126.12105:00-5:156.2134181395:15-5:306.7914175:30-5:4531112541165:45-6:0042121537PCU factor:1.51.53.50.513,5

Given: A set of traffic data Determine: Peak hour volume, Peak hour factor and AADT “Since you have…

Given the data gathered at Staunton Road a Rural Primary Date: April 18, 2019 Thursday Day: Direction : From: Staunton Road Road in the Cordilleras Left Turn (LT): To South Road To West Road determine the following: (a) Peak Hour Volume (b) Peak Hour Factor (c) AADT (d) Design flow Rate Right Turn (RT): Jeep Van Truck Motorcycle Cars/SUV Bus Time LT RT LT RT LT RT LT RT LT RT LT RT 2:45-3:00 3 4 15 3 2 10 8 18 10 3:00-3:15 6. 16 7 21 7 15 9 3:15-3:30 1 10 3 1 17 10 12 3:30-3:45 4 9 10 19 19 10 3:45-4:00 4 10 7 1 11 11 18 4:00-4:15 4 1 13 2 11 19 9. 4:15-4:30 3. 4 15 9. 12 20 4:30-4:45 10 8 3 9 11 13 11 4:45-5:00 12 12 9 10 1 5:00-5:15 6. 13 4 2 18 13 5:15-5:30 3 6. 14 17 7 5:30-5:45 3 5 11 1 25 4 11 6 5:45-6:00 4 12 15 3 7 4 PCU factor: 1.5 1.5 3.5 0.5 1 3,5 922

Given the data gathered at Staunton Road a Rural Primary Date: April 18, 2019 Thursday Day: Direction : From: Staunton Road Road in the Cordilleras Left Turn (LT): To South Road To West Road determine the following: (a) Peak Hour Volume (b) Peak Hour Factor (c) AADT (d) Design flow Rate Right Turn (RT): Jeep Van Truck Motorcycle Cars/SUV Bus Time LT RT LT RT LT RT LT RT LT RT LT RT 2:45-3:00 3 4 15 3 2 10 8 18 10 3:00-3:15 6. 16 7 21 7 15 9 3:15-3:30 1 10 3 1 17 10 12 3:30-3:45 4 9 10 19 19 10 3:45-4:00 4 10 7 1 11 11 18 4:00-4:15 4 1 13 2 11 19 9. 4:15-4:30 3. 4 15 9. 12 20 4:30-4:45 10 8 3 9 11 13 11 4:45-5:00 12 12 9 10 1 5:00-5:15 6. 13 4 2 18 13 5:15-5:30 3 6. 14 17 7 5:30-5:45 3 5 11 1 25 4 11 6 5:45-6:00 4 12 15 3 7 4 PCU factor: 1.5 1.5 3.5 0.5 1 3,5 922

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter8: Intersection Control

Section: Chapter Questions

Problem 8P

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