Our recent report on "Rational Analysis of Kentucky Flexible Pavement Criterion," November 1968, presented theoretical treatments of current design curves – which enabled transformation of the current curves into companion sets of curves embodying alternative proportions of bituminous concrete and dense-graded aggregate base. We are privileged now to submit additional analytical information and to offer recommendations for revising the present design criterion.
Digital Object Identifier
Havens, James H., "Flexible Pavement Design Criterion" (1968). Kentucky Transportation Center Research Report. 1028.