Abstract

The Transportation Center conducted a field survey of the pavement conditions located on I-265 in Jefferson County from MP 15.17 to 18.34, in both the eastbound and westbound directions. The existing pavement structure consists of 10″ of PCC pavement and 6″ of DGA. The field survey involved testing the 3.17 mile segment with a Falling Weight Deflectometer (FWD), Ground Penetrating Radar (GPR), and taking core samples of the pavement structure.

Report Date

11-2003

Report Number

KTC-03-22/FR122-03-1F

Digital Object Identifier

http://dx.doi.org/10.13023/KTC.RR.2003.22

Notes

The contents of this report reflect the views of the authors, who are responsible for the facts and accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the University of Kentucky. This report does not constitute a standard, specification, or regulation. The inclusion of manufacturer names or trade names are for identification purposes only and are not to be considered as endorsements.

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