Aggregate Angularity on the Permanent Deformation Zones of Hot Mix Asphalt
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Aggregate Angularity on the Permanent Deformation Zones of Hot Mix Asphalt

Authors: Lee P. Leon, Raymond Charles

Abstract:

This paper presents a method of evaluating the effect of aggregate angularity on hot mix asphalt (HMA) properties and its relationship to the Permanent Deformation resistance. The research concluded that aggregate particle angularity had a significant effect on the Permanent Deformation performance, and also that with an increase in coarse aggregate angularity there was an increase in the resistance of mixes to Permanent Deformation. A comparison between the measured data and predictive data of permanent deformation predictive models showed the limits of existing prediction models. The numerical analysis described the permanent deformation zones and concluded that angularity has an effect of the onset of these zones. Prediction of permanent deformation help road agencies and by extension economists and engineers determine the best approach for maintenance, rehabilitation, and new construction works of the road infrastructure.

Keywords: Aggregate angularity, asphalt concrete, permanent deformation, rutting prediction.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1107039

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[1] V. C. Janoo and C. Korhonen, "Performance Testing of Hot Mix Asphalt Aggregates," US Army Corps of Engineers, Cold Regions Research & Engineering Laboratory, 1999.
[2] E. A. Masad, "Aggregate Imaging System (AIMS): Basics and Application," Texas Department of Transportation, 2004.
[3] C. J. Lee, T. R. West and T. D. White, "Effect of Fine Aggregate Angularity on Asphalt Mixture Performance," Joint Transportation Research Program, 1999.
[4] C. Rao, J. A. Stefanski and E. Tutumleur, "Video Image Analysis of Aggregates," Civil and Engineering Studies, Transportation Engineering Series No. 111, Illinois Cooperative Highway and Transportation Series No. 278, 2000.
[5] J. W. Button, A. Chowdhury, D. Jahn and V. Kohale, "Evaluation of Superpave FIne Aggregate ANgularity Specification," International Center for Aggregate Research (ICAR), Texas Transportation Institute, 2001.
[6] C. Chandan , T. Fletcher, E. Masad and K. Sivakumar, "Aggregate Imaging System (Aims) For Characterizing The," in 82nd Annual Transportation Research Board for Presentation and Publication, 2002.
[7] NCAT, Hot Mix Asphalt Materials, Mixture Design and Construction, 2nd ed., Maryland: National Center of Asphalt Technology, NAPA Research and Education Foundation, 2000.
[8] S. Dessouky, D. Little and E. Masad, "Mechanistic Model to Predict the Impact of the Aggregate Mixture on the Permanent Deformation of Asphalt Mixtures," Texas Transportation Institute, 2005.
[9] S. F. Brown and J. M. Brunton, An Introduction to the Analytical Design of Bituminous Pavements 3rd Edition, UK: University of Nottingham, 1987.
[10] M. K. Chang, J. S. Chen and K. Y. Lin, "Influence of Coarse Aggregate Shape on the Strength of Asphalt concrete Mixtures," Journal of the Eastern Asia Society for Transportation Studies, 2005, pp. 1062-1075.
[11] J. W. Button and M. Yeggoni, "Influence of Coarse Aggregate Shape and Surface Texture on Rutting of Hot Mix Asphalt Concrete," 1994.
[12] M. A. Ahmed and A. Mohammed, "Impact of Aggregate Gradation and Type on Hot Mix Asphalt Rutting in Egypt," International Journal of Engineering Research and Application (IJERA), vol. 3, 2013, pp. 2249- 2258.
[13] O. Ali, "Evaluation of the Mechanistic Empirical Pavement Design Guide," Institute of research in Construction, National Research Council, Canada, 2005.
[14] I. Hafeez, "Impact of Hot Mix Asphalt Properties on its Permanent Deformation Behaviour," 2009.
[15] A. A. Molenaar, "Pavement Performance, Evaluation and Rehabilitation Design," in Proceedings of MAIREPAV 03, Guimaraes, Portugal, 2003.