Determine the value of PTSF for a 6-mile two-lane highway in rolling terrain. Traffic data are as follows: • Volume = 1600 veh/h (two-way) Percent trucks = 14% • Percent RVs = 4% • Peak hour factor = 0.95 • Percent directional split = 50 -- 50 • Percent no-passing zones = 50

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the value of PTSF for a 6-mile two-lane highway in
rolling terrain. Traffic data are as follows:
• Volume = 1600 veh/h (two-way)
• Percent trucks = 14%
• Percent RVs = 4%
• Peak hour factor = 0.95
• Percent directional split = 50 - 50
• Percent no-passing zones = 50
Transcribed Image Text:Determine the value of PTSF for a 6-mile two-lane highway in rolling terrain. Traffic data are as follows: • Volume = 1600 veh/h (two-way) • Percent trucks = 14% • Percent RVs = 4% • Peak hour factor = 0.95 • Percent directional split = 50 - 50 • Percent no-passing zones = 50
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