LTS Design of Continuously Reinforced Concrete Pavement

by B.F. McCullough,
W.B. Ledbetter,


Serial Information: Journal of the Highway Division, 1960, Vol. 86, Issue 4, Pg. 1-26


Document Type: Journal Paper

Abstract: Simple approximate design considers all factors and variables that can be evaluated by means of engineering tools available; load-temperature-shrinkage principle in design; it is shown that pavement thickness of 7.0 in., with 0.5% interior longitudinal hard grade steel will be sufficient to carry 16,000 lb design wheel load.

Subject Headings: Pavement design | Load and resistance factor design | Vehicle loads | Longitudinal loads | Reinforced concrete | Concrete pavements | Vehicle-pavement interaction

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