A new rural freeway is to be designed in Kentucky to carry a peak-afternoon directional design volume of 1,500 veh/hr on a 4 percent upgrade along a 2-mile stretch. The distribution of the 1,500 vehicles (in 15-minute increments) during the aftemoon peak (4:30 to 5:30 pm) is as follows: Time period 4:30 to 4:45 pm 4:45 to 5:00 pm 5:00 to 5:15 pm 5:15 to 5:30 pm Traffic or vehicular counts 300 400 450 350

A new rural freeway is to be designed in Kentucky to carry a peak-afternoon directional design volume of 1,500 veh/hr on a 4 percent upgrade along a 2-mile stretch. The distribution of the 1,500 vehicles (in 15-minute increments) during the aftemoon peak (4:30 to 5:30 pm) is as follows: Time period 4:30 to 4:45 pm 4:45 to 5:00 pm 5:00 to 5:15 pm 5:15 to 5:30 pm Traffic or vehicular counts 300 400 450 350

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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