Abstract
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.
Report Date
12-1968
Report Number
No. 270
Digital Object Identifier
http://dx.doi.org/10.13023/KTC.RR.1968.270
Repository Citation
Havens, James H., "Flexible Pavement Design Criterion" (1968). Kentucky Transportation Center Research Report. 1028.
https://uknowledge.uky.edu/ktc_researchreports/1028
Notes
Memo to A. O. Neiser (Department of Transportation, Commonwealth of Kentucky) from James H. Havens (Department of Transportation, Commonwealth of Kentucky), December 31, 1968.