Abstract
This report summarizes the condition assessment of the pavement structure on I-65 between 97.5 to 102.5. Three types of equipment were used to evaluate the present condition of the pavement: falling weight deflectormeter, ground penetrating radar, and coring machine, Results indicated that durability of the existing concrete surface appears to be the most detrimental problem encountered in this survey. Load-transfer across transverse joint appear to be in acceptable ranges. Limited areas were identified to have less than four inches of D.G.A. beneath the concrete pavement. These areas have also been experiencing the most differential settlement. In addition several areas are experiencing water trapped beneath the concrete surface due to inadequate pavement drainage.
Report Date
6-2005
Report Number
KTC-05-13/FRT141-04-1F
Digital Object Identifier
http://dx.doi.org/10.13023/KTC.RR.2005.13
Repository Citation
Rister, Brad and Graves, Clark, "Pavement/Sub-grade Condition Assessment I-65 Approximate Milepost 97.5 to 102.5 (Transition from Asphalt to Concrete) To (KY 313 Overpass)" (2005). Kentucky Transportation Center Research Report. 162.
https://uknowledge.uky.edu/ktc_researchreports/162
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 or the Kentucky Transportation Cabinet. This report does not constitute a standard, specification, or regulation. The inclusion of manufacturer names or trade names is for identification purposes only and is not to be considered an endorsement.