Technical Papers
Jan 6, 2014

Newly Developed Adhesive Strength Test for Measuring the Strength of Sealant between Joints of Concrete Pavement

Publication: Journal of Materials in Civil Engineering
Volume 26, Issue 12

Abstract

A new adhesive strength test (AST) was developed to determine the adhesive strength of joint sealant. A series of sealant thicknesses, displacement rates, and curing times was tested to determine proper AST testing parameters using self-leveling (SL) and non-self-leveling (NS) silicone sealants. A series of tests was conducted under varying moisture conditions. The results appeared to indicate that moisture may reduce adhesive strength. Drying-time tests were conducted to determine the approximate appropriate wait time between joint washing and sealant installation for 3.2 mm (1/8in.) and 9.5 mm (3/8in.) joints. A series of tests was also conducted on artificially aged sealants, which appeared to indicate that oven aging reduces adhesive strength for SL sealant. Non-self-leveling sealant, on the other hand, appeared to be largely unaffected by oven aging. Hot-water aging and freeze-thaw aging appeared to reduce adhesive strengths for both sealant mixtures.

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Acknowledgments

Funding for this paper was provided by the Florida DOT (Contract Number BDK75 960-01; B. Dietrich, P.E., Project Manager).

References

Al-Qadi, I. L., Aboqudais, S., and Khuri, R. E. (1999). “Method to evaluate rigid-pavement joint sealant under cyclic shear and constant horizontal deflections.” Transp. Res. Rec., 1680, 30–35.
ASTM. (2005). “Standard test method for adhesion and cohesion of elastomeric joint sealants under cyclic movement (Hockman cycle).” ASTM C719, West Conshohocken, PA.
ASTM. (2006). “Standard specification for cold applied, single component, chemically curing silicone joint sealant for portland cement concrete pavements.” ASTM D5893, West Conshohocken, PA.
Biel, T. D., and Lee, H. (1997). “Performance study of portland cement concrete pavement joint sealants.” J. Transp. Eng., 398–404.
Bloomquist, D. B., Li, Q., Crowley, R., Cottrell, W., and Ferguson, R. (2011). “Development of a testing system for the analysis of transverse contraction joints in portland cement concrete pavement.”, Florida Department of Transportation, Tallahassee, FL.
Federal Highway Administration. (1990). “Concrete pavement joints.”, Washington, DC.
Florida Department of Transportation. (2007). “Standard specifications for road and bridge construction.” Tallahassee, FL, 413-1–413-8.
Li, Q., Crowley, R., Bloomquist, D. B., and Roque, R. (2012). “The creep testing apparatus (CRETA): A new testing device for measuring the viscoelasticity of joint sealant.” J. Test. Eval., 40(3), 387–394.
Oldfield, D., and Symes, T. (1996). “Long term natural ageing of silicone elastomers.” Mater. Behav., 15(2)115–128.

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Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 26Issue 12December 2014

History

Received: May 21, 2013
Accepted: Jan 3, 2014
Published online: Jan 6, 2014
Discussion open until: Nov 27, 2014
Published in print: Dec 1, 2014

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Authors

Affiliations

Qiang Li, Ph.D. [email protected]
P.E.
Civil Engineer, SRA International Inc., 1201 New Rd., Suite 242, Linwood, NJ 08221 (corresponding author). E-mail: [email protected]
Raphael W. Crowley, Ph.D. [email protected]
P.E.
Visiting Assistant Professor, Dept. of Construction Management, Univ. of North Florida, Building 50, Room 2400, Jacksonville, FL 32266. E-mail: [email protected]
David B. Bloomquist, Ph.D. [email protected]
P.E.
Associate Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, P.O. Box 116580, Gainesville, FL 32611. E-mail: [email protected]
Reynaldo Roque, Ph.D. [email protected]
P.E.
Professor, Dept. of Civil and Coastal Engineering, Univ. of Florida, 365 Weil Hall, P.O. Box 116580, Gainesville, FL 32611. E-mail: [email protected]

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