Archived
This content is available here strictly for research, reference, and/or recordkeeping and as such it may not be fully accessible. If you work or study at University of Kentucky and would like to request an accessible version, please use the SensusAccess Document Converter.
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.