TECHNICAL PAPERS
May 8, 2010

Evaluation of Longitudinal Joint Construction Techniques for Asphalt Pavements in Tennessee

Publication: Journal of Materials in Civil Engineering
Volume 22, Issue 11

Abstract

Longitudinal joints between lanes of hot-mix asphalt (HMA) pavements are commonly susceptible to moisture damage and other failures. In 2006, the Tennessee Department of Transportation (TDOT) identified longitudinal joint failure as one of the major distresses for local HMA pavements. It was determined necessary to evaluate available practices and technologies to reduce longitudinal joint failure. This paper presents the results from a field project in Tennessee constructed with seven different longitudinal joint construction techniques. These techniques could be divided into three major categories: joint adhesives including an anionic emulsion and a polymerized emulsion commonly used by the TDOT, a hot-applied high-polymer rubber, and a high-polymer emulsion; joint sealers including a polymerized maltene emulsion and a polymerized agricultural oil; and infrared joint heater. Laboratory tests were conducted on the field cores taken from the test sections constructed with these techniques. Based on the different mechanisms of these techniques, the following laboratory tests were employed: air void content, permeability, indirect tensile (IDT) strength, and water absorption tests. Field cores were also scanned with the X-ray computed tomography to investigate the effect of infrared heating on air void distribution. The test results showed general consistency in the joint quality; i.e., the lower the air void content, the lower the permeability and the higher the IDT strength. The infrared heater exhibited the best effectiveness in improving joint quality among all the joint construction techniques used in this study.

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Acknowledgments

This study was sponsored by the TDOT and the Federal Highway Administration. The writers would like to thank the TDOT engineers and staff for their valuable help with this study. Thanks also go to the Tennessee Road Builders Association for coordinating the selection of the joint products for the study.

References

Buchanan, M. S. (2000). “An evaluation of notched wedge longitudinal joint construction.” Transportation Research Record 1712, Transportation Research Board, Washington, D.C., 50–57.
Burati, J. L., Jr., and Elzoghbi, G. B. (1987). “Study of joint densities in bituminous airport pavements.” Transportation Research Record 1126, Transportation Research Board, Washington, D.C., 76–85.
Daniel, J. S., and Real, W. L. (2006). “Field trial of infrared joint heater to improve longitudinal joint performance in New Hampshire.” Transportation Research Record 1946, Transportation Research Board, Washington, D.C., 157–162.
Fleckenstein, L. J., Allen, D. L., and Schultz, D. B. (2002). “Compaction at the longitudinal construction joint in asphalt pavements.” Rep. No. KTC-02-10/SPR 208-00-1F, Kentucky Transportation Center, Univ. of Kentucky, Lexington, Ky.
Foster, C. R., Hudson, S. B., and Nelson, R. S. (1964). “Constructing longitudinal joints in hot mix asphalt pavements.” Highway Research Record 51, Transportation Research Board, Washington, D.C., 124–136.
Kandhal, P. S., and Mallick, R. B. (1996). “Study of longitudinal joint construction techniques in hot-mix asphalt pavements.” Transportation Research Record 1543, Transportation Research Board, Washington, D.C., 106–112.
Kandhal, P. S., and Mallick, R. B. (1997). “Longitudinal joint construction techniques for asphalt pavements.” NCAT Rep. No. 97-4, National Center for Asphalt Technology (NCAT), Auburn Univ., Auburn, Ala.
Kandhal, P. S., Ramirez, T. L., and Ingram, P. M. (2002). “Evaluation of eight longitudinal joint construction techniques for asphalt pavements in Pennsylvania.” NCAT Rep. No. 2002-03, National Center for Asphalt Technology (NCAT), Auburn Univ., Auburn, Ala.
Kandhal, P. S., and Rao, S. S. (1994). “Evaluation of longitudinal joint construction techniques for asphalt pavements.” Transportation Research Record 1469, Transportation Research Board, Washington, D.C., 18–25.
Livneh, M. (1988). “Site and laboratory testing in order to determine the bonding method in construction joints of asphalt strip.” Proc., Assoc. Asph. Paving Technol., 57, 646–668.
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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 22Issue 11November 2010
Pages: 1112 - 1121

History

Received: Nov 23, 2009
Accepted: Apr 16, 2010
Published online: May 8, 2010
Published in print: Nov 2010

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Authors

Affiliations

Baoshan Huang, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Jingsong Chen [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Tennessee Dept. of Transportation, Materials and Tests Div, Nashville, TN 37243. E-mail: [email protected]

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