You are assigned to evaluate the level of service for a section of a that stretches along a level terrain with shoulder width of eight ft and lane width of welve ft. The average annual daily traffic is fifty-five thousand vehicles per day with Dercent trucks, five percent buses, and three percent recreational vehicles. The peak he actor is 0.80 and the directional split is fifty-fifty. The distance between consequent nterchanges is two miles. Calculate the level of service for this highway section and

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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1- You are assigned to evaluate the level of service for a section of a six-lane rural highway
that stretches along a level terrain with shoulder width of eight ft and lane width of
twelve ft. The average annual daily traffic is fifty-five thousand vehicles per day with ten
percent trucks, five percent buses, and three percent recreational vehicles. The peak hour
factor is 0.80 and the directional split is fifty-fifty. The distance between consequent
interchanges is two miles. Calculate the level of service for this highway section and
show your calculation steps.
Transcribed Image Text:1- You are assigned to evaluate the level of service for a section of a six-lane rural highway that stretches along a level terrain with shoulder width of eight ft and lane width of twelve ft. The average annual daily traffic is fifty-five thousand vehicles per day with ten percent trucks, five percent buses, and three percent recreational vehicles. The peak hour factor is 0.80 and the directional split is fifty-fifty. The distance between consequent interchanges is two miles. Calculate the level of service for this highway section and show your calculation steps.
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ISBN:
9781305156241
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Publisher:
Cengage Learning