A two-lane highway in a level terrain and class III has a lane width of 12ft (3.6m) and shoulder width of 6ft (1.8m) with a base free flow speed of 45 mi/hr (70 km/hr). In the section of analysis, the % of non-passing zones is 100%. During the peak hour, the analysis directional flow rate is 150 veh/h, the opposing direction flow rate is 100 veh/h, and the peak hour factor is 0.95. The % of large trucks is 5% and 10% of recreational vehicles. Determine the level of service of this road section
A two-lane highway in a level terrain and class III has a lane width of 12ft (3.6m) and shoulder width of 6ft (1.8m) with a base free flow speed of 45 mi/hr (70 km/hr). In the section of analysis, the % of non-passing zones is 100%. During the peak hour, the analysis directional flow rate is 150 veh/h, the opposing direction flow rate is 100 veh/h, and the peak hour factor is 0.95. The % of large trucks is 5% and 10% of recreational vehicles. Determine the level of service of this road section
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter10: Capacity And Level Of Service At Signalized Intersections
Section: Chapter Questions
Problem 4P
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A two-lane highway in a level terrain and class III has a lane width of 12ft (3.6m) and shoulder width of 6ft (1.8m) with a base free flow speed of 45 mi/hr (70 km/hr). In the section of analysis, the % of non-passing zones is 100%. During the peak hour, the analysis directional flow rate is 150 veh/h, the opposing direction flow rate is 100 veh/h, and the peak hour factor is 0.95. The % of large trucks is 5% and 10% of recreational vehicles.
Determine the level of service of this road section
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