LTS Design of Continuously Reinforced Concrete Pavement

by Benjamin F. McCullough,
William B. Ledbetter,

Serial Information: Transactions of the American Society of Civil Engineers, 1962, Vol. 127, Issue 4, Pg. 358-381

Document Type: Journal Paper

Discussion: Taylor I. J. (See full record)
Closure: (See full record)

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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