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A 6-lane highway has the following characteristics: Level terrain Lane width 11-ft lanes Average spacing between accessing driveways 600 ft Right shoulder width 6 ft Clear distance to nearest obstruction in median = 4 ft Directional hourly volume 3,440 veh/hr The traffic stream includes 8% trucks, 3% buses, and 2% RVs. Peak hour factor, based on 15-min traffic counts, is 0.88. Drivers are mostly commuters. The LOS for the peak direction of the highway is most nearly: А. В В. С С. D D. F

A 6-lane highway has the following characteristics: Level terrain Lane width 11-ft lanes Average spacing between accessing driveways 600 ft Right shoulder width 6 ft Clear distance to nearest obstruction in median = 4 ft Directional hourly volume 3,440 veh/hr The traffic stream includes 8% trucks, 3% buses, and 2% RVs. Peak hour factor, based on 15-min traffic counts, is 0.88. Drivers are mostly commuters. The LOS for the peak direction of the highway is most nearly: А. В В. С С. D D. F

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 6-lane highway has the following characteristics: Level terrain Lane width = 11-ft lanes Average spacing between accessing driveways = 600 ft Right shoulder width = 6 ft Clear distance to nearest obstruction in median = 4 ft Directional hourly volume = 3,440 veh/hr The traffic stream includes 8% trucks, 3% buses, and 2% RVs. Peak hour factor, based on 15-min traffic counts, is 0.88. Drivers are mostly commuters. The LOS for the peak direction of the highway is most nearly: А. В В. С С. D D. F
Transcribed Image Text:A 6-lane highway has the following characteristics: Level terrain Lane width = 11-ft lanes Average spacing between accessing driveways = 600 ft Right shoulder width = 6 ft Clear distance to nearest obstruction in median = 4 ft Directional hourly volume = 3,440 veh/hr The traffic stream includes 8% trucks, 3% buses, and 2% RVs. Peak hour factor, based on 15-min traffic counts, is 0.88. Drivers are mostly commuters. The LOS for the peak direction of the highway is most nearly: А. В В. С С. D D. F
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