An existing Class II two-lane highway is to be analyzed to determine LOS in the peak direction given the following information: Peak hourly volume in the analysis direction: 900 veh/h Peak hourly volume in the opposing direction: 400 veh/h Trucks: 12% of total volume Recreational vehicles: 2% of total volume PHF: 0.95 Lane width: 12 ft Shoulder width: 10 ft Access points per mile: 20 Terrain: rolling Base free flow speed: 60 mi/h No-passing zones: 40% of analysis segment length

An existing Class II two-lane highway is to be analyzed to determine LOS in the peak direction given the following information: Peak hourly volume in the analysis direction: 900 veh/h Peak hourly volume in the opposing direction: 400 veh/h Trucks: 12% of total volume Recreational vehicles: 2% of total volume PHF: 0.95 Lane width: 12 ft Shoulder width: 10 ft Access points per mile: 20 Terrain: rolling Base free flow speed: 60 mi/h No-passing zones: 40% of analysis segment length

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter9: Capacity And Level Of Service For Highway Segments

Section: Chapter Questions

Problem 21P

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Question

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An existing Class II two-lane highway is to be analyzed to determine LOS in the peak direction given the following information:

Peak hourly volume in the analysis direction: 900 veh/h

Peak hourly volume in the opposing direction: 400 veh/h

Trucks: 12% of total volume

Recreational vehicles: 2% of total volume

PHF: 0.95

Lane width: 12 ft

Shoulder width: 10 ft

Access points per mile: 20

Terrain: rolling

Base free flow speed: 60 mi/h

No-passing zones: 40% of analysis segment length

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please help us in this non graded and only a sample problem question thank you in advance
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