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First published online January 1, 2009

Evaluation of Bond Strength of Tack Coat Materials in Field: Development of Pull-Off Test Device and Methodology

Abstract

The results presented in this paper are part of NCHRP Project 9-40 on the Optimization of Tack Coat for Hot-Mix Asphalt Placement. This paper presents the development of a new test device, the Louisiana Tack Coat Quality Tester (LTCQT), for evaluating the quality of the bond strength of tack coat in the field. LTCQT is a modification of the ATacker device. A test matrix was developed to evaluate the reliability and the repeatability of the LTCQT in the field. Three emulsified tack coats (CRS-1, SS-1h, and Trackless) and an asphalt cement (PG 64-22) were evaluated over a wide range of temperatures and at a residual application rate of 0.23 L/m2. Two key test parameters were determined to characterize the mechanical responses of tack coats: the optimum testing temperature and the maximum tensile strength test. Results indicated that the LTCQT can successfully be used in the field to measure the quality of the bond strength of tack coat and to distinguish between the responses of the evaluated tack coats. A good correlation was observed between the absolute viscosity of residual tack coat material and the tack coat tensile strength. This study shows that the softening point can be an adequate parameter to determine the optimum temperature for the tack coat pull-off test, and therefore pull-off testing at the softening point temperature of the residual binder material is recommended for field tack coat evaluation.

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References

1. ATacker, A Tack Coat Testing Device. Operator's Guide. InstroTek, Inc., Raleigh, N.C., 2005.
2. Mohammad L. N., and Button J. Optimization of Tack Coat for HMA Placement. Draft Phase I Report, NCHRP Project 9-40. Transportation Research Board of the National Academies, Washington, D.C., 2005.
3. Eedula S. R., and Tandon V. Tack Coat Field Acceptance Criterion, FHWA/TX-06/0-5216-1. Center for Transportation Infrastructure Systems, University of Texas at El Paso, 2006.
4. Tashman L., Nam K., and Papagiannakis T. Evaluation of the Influence of Tack Coat Construction Factors on the Bond Strength Between Pavement Layers. WA-RD 645.1. Washington Center for Asphalt Technology, Washington State University, Pullman, 2006.
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6. Buchanan M. S., and Woods M. E. Field Tack Coat Evaluator (ATacker). FHWA/MS-DOT-RD-04-168. Construction Materials Research Center, Mississippi State University, Starkville, 2004.
7. Paul H. R., and Scherocman J. A. Friction Testing of Tack Coat Surfaces. In Transportation Research Record 1616, TRB, National Research Council, Washington, D.C., 1998, pp. 6–12.
8. Roffe J., and Chaignon F. Characterization Tests on Bond Coats: Worldwide Study, Impact, Tests, Recommendations. Proc., Third International Conference on Bituminous Mix and Pavements, Thessaloniki, Greece, 2002, pp. 603–614.
9. Proper Tack Coat Application. Technical Bulletin. Flexible Pavements of Ohio, Dublin, 2001.
10. Mohammad L. N., and Button J. Optimization of Tack Coat for HMA Placement, NCHRP Project 9-40, Quarterly Progress Report No. 5. Transportation Research Board of the National Academies, Washington, D.C., 2006.

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Article first published online: January 1, 2009
Issue published: January 2009

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© 2009 National Academy of Sciences.
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Authors

Affiliations

Louay N. Mohammad
Department of Civil and Environmental Engineering, 4101 Gourrier Avenue, Baton Rouge, LA 70808.
Abraham Bae
Department of Civil and Environmental Engineering, 4101 Gourrier Avenue, Baton Rouge, LA 70808.
Mostafa A. Elseifi
Louisiana Transportation Research Center, Louisiana State University, 4101 Gourrier Avenue, Baton Rouge, LA 70808.
Joe Button
Department of Civil and Environmental Engineering, Louisiana State University, 3506 Patrick Taylor Hall, Baton Rouge, LA 70803.
James A. Scherocman
Texas Transportation Institute, Texas A&M University, College Station, TX 99843-3135.
11205 Brook-bridge Drive, Cincinnati, OH 45249.

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