Synthesis of Longitudinal Joint of Flexible Pavement

Authors

  • Mohd Rosli Mohd Hasan Department of Civil and Environmental Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931-1295, USA
  • David Porter Department of Civil and Environmental Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931-1295, USA
  • Zhanping You Department of Civil and Environmental Engineering, Michigan Technological University, 1400 Townsend Drive, Houghton, MI 49931-1295, USA

DOI:

https://doi.org/10.11113/jt.v73.4276

Keywords:

HMA, joint, construction techniques, distresses, performance, density

Abstract

This paper provides a wide range of information related to longitudinal joints of asphalt pavement, such as types of longitudinal joints, performance evaluations, factors of failure, and selection of the best practice in constructing longitudinal joints. Additionally, this synthesis provides an overview of construction methods which are typically used in constructing longitudinal joints, along with guides and approaches implemented by different road builders or authorities to attain a better longitudinal joint. It was found that difficulties during compaction of the asphalt pavement at the center line resulted in poor joint density. This has reduced the performance and durability of pavement that is associated with cracks and degradations due to moisture damage, such as raveling. Results from previous field studies and laboratory evaluations have been summarized to understand the factors of failure of the adjacent joint. The Michigan joint technique was found to be the best method in constructing longitudinal joints of HMA. The cutting wheel and the edge restraining device techniques are also recommended by the asphalt technologists however are dependent on the machine operator to obtain consistent results.  

References

Morgan, R. L. 2009. Centerline (longitudinal) Joint Adhesive Performance: Two to Three-year Review. Transportation Research and Development Bureau. Special Report 149.

Denehy, E. J. 2005. Constructability of Longitudinal Construction Joints in Hot-Mix Asphalt Pavements with Sealers to Retard Future Deterioration. Transportation Research Circular E-C078: Roadway Pavement Preservation. 16–23.

Foster, C., Hudson. S., Nelson, R. 1964. Constructing Longitudinal Joints in Hot Mix Asphalt Pavements. Highway Research Record. 51: 124–136.

Kandhal, P. S., Mallick, R. B. 1996. A Study of Longitudinal Joint Construction Techniques in HMA Pavements (Interim Report-Colorado Project). NCAT Rep. (96-3).

Miller, J. S., Bellinger, W. Y. 2003. Distress identification manual for the long-term pavement performance program. Transportation Research Board. 169.

Brown, E. R. 2006. Basics of Longitudinal Joint Compaction. Factors Affecting Compaction of Asphalt Pavements. 86.

Benson, J. S. and J. A. Scherocman, 2006. Construction of Durable Longitudinal Joints. Factors Affecting Compaction of Asphalt Pavements. 120.

Akpinar, M. V., Hossain, M. 2004. Longitudinal Joint Construction for Hot Mix Asphalt Pavements. Kansas Department of Transportation.

Williams, S. G. 2011. HMA Longitudinal Joint Evaluation and Construction. TRC-0801 Final Report.

Kandhal, P. S., Rao, S. S. 1994. Evaluation of Longitudinal Joint Construction Techniques for Asphalt Pavements (Michigan and Wisconsin Projects-Interim Report). NCAT Report. 94–1.

Baker, R. F., Croteau, J. R. Quinn, J. J., Hellriegel, E. J. 1990. Longitudinal Wedge Joint Study. Transportation Research Record. 1282.

Buchanan, M.S. 2000. Evaluation of notched-wedge longitudinal joint construction. Transportation Research Record: Journal of the Transportation Research Board. 1712(1): 50–57.

Fleckenstein, L. J., Allen, D. L., Schultz Jr, D. B. 2002. Compaction at the longitudinal construction joint in asphalt pavements. Kentucky Transportation Center Research Reports.

Toepel, A., 2003. Evaluation of techniques for asphaltic pavement longitudinal joint construction. Transportation Research Board. P. 34.

Kandhal, P. S., Mallick. R. B. 1997. Longitudinal joint construction techniques for asphalt pavements. Proceedings of Eighth International Conference on Asphalt Pavements.

Winkelman, T., 2004. Experimental Joint Sealants for Hot Mix Asphalt Pavements and Overlays. Construction Report In-House Report No. 12004-07.

Kandhal, P., Rao, S. 1994. Evaluation of longitudinal joint construction techniques for asphalt pavements. Transportation Research Record No. 1469.

Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D. Y., Kennedy, T. W. 1996. Hot mix asphalt materials, mixture design and construction. Transportation Center Research Reports. 603.

Livneh, M. 1988. Site and laboratory testing in order to determine the bonding method in construction joints of asphalt strip. Proceedings AAPT. 57: 646–668.

Kandhal, P. S., Mallick. R. B. 2007. Evaluation of Various Longitudinal Joint Construction Techniques for Asphalt Airfield Pavements. Worcester Polytechnic Institute, Worchester, MA. FAA Worldwide Airport Technology Transfer Conference. Atlantic City.

Kandhal, P.S., Ramirez, T.L., Ingram, P.M. 2002. Evaluation of eight longitudinal joint construction techniques for asphalt pavements in Pennsylvania. Journal of the Transportation Research Board. 1813(1): 87–94.

Cook, J. 2003. Overview: The Differences between Airfield Pavements and Roads. The XXIInd PIARC World Road Congress.

Duval, J., Buncher. M. 2004. SUPERPAVE for Airfields. FAA Worldwide Airport Technology Transfer Conference. Atlantic City.

Mallick, R. B., Kandhal, P. S., Ahlrich, R., Parker, S. 2007. Improved Performance of Longitudinal Joints on Asphalt Airfield. Airfield Asphalt Pavement Technology Program,

Huang, B., Shu, X. 2010. Evaluation of Longitudinal Joints of HMA Pavements in Tennessee. Draft Final Report, Project# RES 1304.

Troxler Jr, W. F., Dep, L. 2006. Measurement of Longitudinal Joint Density in Asphalt Pavements Using Nuclear and Nonnuclear Gauges. Factors Affecting Compaction of Asphalt Pavements. 100.

Masad, E., Kassem, E. Chowdhury, A., You, Z. 2009. A Method For Predicting Asphalt Mixture Compactability And Its Influence On Mechanical Properties. Texas Transportation Institute, Texas A&M University System.

Masad, E., Kassem, E., Chowdhury, A. 2007. Application Of Imaging Technology To Improve The Laboratory And Field Compaction Of HMA. Texas Transportation Institute, Texas A&M University System.

Prowell, B. D. 2009. Practices and specifications for longitudinal joints - A national perspective. Greater Iowa Asphalt Conference, Iowa, USA.

Brock, J. D., Skinner, T. 1997. Longitudinal Joints: Problems & Solutions, in NAPA Quality Improvement Series 121. NAPA.

Downloads

Published

2015-03-30

Issue

Vol. 73 No. 4: Special Issue on Highway and Transportation Engineering Part 2

Section

Science and Engineering

License

Copyright of articles that appear in Jurnal Teknologi belongs exclusively to Penerbit Universiti Teknologi Malaysia (Penerbit UTM Press). This copyright covers the rights to reproduce the article, including reprints, electronic reproductions, or any other reproductions of similar nature.

How to Cite

Synthesis of Longitudinal Joint of Flexible Pavement. (2015). Jurnal Teknologi (Sciences & Engineering), 73(4). https://doi.org/10.11113/jt.v73.4276