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Evaluation of methods to control debonding

Author: R A Jimenez; Arizona. Department of Transportation.; Arizona Transportation and Traffic Institute.
Publisher: Phoenix, Ariz. : Arizona Dept. of Transportation ; [Springfield, Va.] : [Available through the National Technical Information Service], [1988]
Edition/Format:   Print book : State or province government publication : EnglishView all editions and formats
Summary:
The purpose of the research was to evaluate various test methods for obtaining a measure of resistance to debonding of asphaltic concrete. The work was done in two phases. Phase 1 was involved principally with laboratory prepared specimens and Phase 2 with the changes in susceptibility to debonding of pavement cores as the pavement increased in service time. In Phase 1, the test methods were the immersion  Read more...
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Additional Physical Format: Online version:
Jimenez, R.A. (Rudolf August).
Evaluation of methods to control debonding.
Phoenix, Ariz. : Arizona Dept. of Transportation ; [Springfield, Va. : Available through the National Technical Information Service, 1988]
(OCoLC)855517605
Material Type: Government publication, State or province government publication, Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: R A Jimenez; Arizona. Department of Transportation.; Arizona Transportation and Traffic Institute.
OCLC Number: 22435401
Notes: Cover title.
In cooperation with the Federal Highway Administration.
"December 1988."
Description: vi, 60 pages : illustrations ; 28 cm
Contents: Introduction --
Scope of work --
Materials for asphaltic mixtures --
Test methods --
Debonding test results and discussions --
Conclusions and recommendations --
References --
Appendices.
Responsibility: prepared by R.A. Jimenez (Arizona Transportation and Traffic Institute, College of Engineering, University of Arizona).

Abstract:

The purpose of the research was to evaluate various test methods for obtaining a measure of resistance to debonding of asphaltic concrete. The work was done in two phases. Phase 1 was involved principally with laboratory prepared specimens and Phase 2 with the changes in susceptibility to debonding of pavement cores as the pavement increased in service time. In Phase 1, the test methods were the immersion -compression, the University's double-punch, and a modified Lottman split-cylinder. The treatment included portland cement, lime, silane, BA-2000, and increasing the sand equivalent value. In Phase 2, the plant mixtures and cores from surfaces containing no treatment, BA-2000, and portland cement were evaluated with the immersion-compression test, the double-punch method, and the Tunnicliff split-cylinder procedure.

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