Aggregate Shape Properties and Their Influence on the Behavior of Hot-Mix Asphalt
Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 7
Abstract
Aggregate shape properties, such as form, angularity, and surface texture, highly influence the performance of hot-mix asphalt (HMA). Rutting is related to aggregate angularity and form, which affects the interlock among particles. Fatigue cracking can be decreased by an aggregate rough surface texture, which improves the aggregate-binder interaction. Several researchers have been studying new automated and more precise techniques, such as the aggregate image measurement system (AIMS), to improve the determination of aggregate shape parameters. This paper presents an analysis of aggregates from three different mineralogical sources, investigating the influence of shape properties on HMA design and mechanical properties. The results indicated that the aggregates had similar shape properties, despite differences in the mineralogical composition. This might be a direct effect of similar quarrying procedures. Surface texture resulted in different values, which can be explained by results from the petrographic analyses. In general, the aggregates’ shape properties resulted in HMA samples with similar mechanical behavior. The HMA specimens were also analyzed in terms of their internal structure, which included the investigation of a number of contact points, and aggregate particles’ segregation and orientation characteristics.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors acknowledge the financial support of CNPq and CAPES, REDE ASFALTO N/NE along with its sponsors, Petrobras and FINEP and professors Hussain Bahia at the University of Wisconsin-Madison and Enad Mahmoud at Bradley University for providing references and the image analysis software (iPas).
References
AASHTO. (2010). “Standard method of test for determining aggregate shape properties by means of digital image analysis.” TP81-10, Washington, DC.
Al Rousan, T. M. (2004). “Characterization of aggregate shape properties using a computer automated system.” Ph.D. dissertation, Texas A&M Univ., College Station, TX.
Barrett, P. J. (1980). “The shape of rock particles, a critical review.” Sedimentology, Vol. 27, Wiley-Blackwell.
Bessa, I. S., Castelo Branco, V. T. F., and Soares, J. B. (2012). “Evaluation of different digital image processing software for aggregates and hot mix asphalt characterizations.” Constr. Build. Mater., 37, 370–378.
Brattli, B. (1992). “The influence of geological factors on the mechanical properties of basic igneous rock used as road surface aggregates.” Eng. Geol., 33(1), 31–44.
Cominsky, R. J. (1994). The Superpave mix design manual for new construction and overlays (SHRP-A407), Strategic Highway Research Program (SHRP), Washington, DC.
Curray, J. R. (1956). “Analysis of two dimensional orientation data.” J. Geol., 64(2), 117–131.
Das, A. (2006). “A revisit to aggregate shape parameter.” Workshop on Aggregates—Flakiness and Elongation Indices, New Delhi, India.
Geng, H., Clopotel, C. S., and Bahia, H. U. (2013). “Effects of high modulus asphalt binders on performance of typical asphalt pavement structures.” Constr. Build. Mater., 44, 207–213.
Goswami, S. C. (1984). “Influence of geological factors on soundness and abrasion resistance of road surface aggregates: A case study.” Bull. Int. Assoc. Eng. Geol., 30(1), 59–61.
Hassan, N. A., Airey, G. D., and Hainin, M. R. (2014). “Characterisation of micro-structural damage in asphalt mixtures using image analysis.” Constr. Build. Mater., 54, 27–38.
Hunter, A. E., Airey, G. D., and Collop, A. C. (2004). “Aggregate orientation and segregation in laboratory-compacted asphalt samples.”, Transportation Research Board, Washington, DC.
Ibrahim, A., Mahmoud, E., and Ali, T. (2013). “Investigation of relationships between high strength self consolidating concrete compressive strength and macroscopic internal structure.” Constr. Build. Mater., 38, 1161–1169.
ImageTool: Image analysis program [Computer software]. San Antonio, Dept. of Dental Diagnostic Science, Univ. of Texas Health Science Center.
Kim, Y. R., Daniel, J. S., and Wen, H. (2002). “Fatigue performance evaluation of WesTrack asphalt mixtures using viscoelastic continuum damage approach.”, Federal Highway Administration/North Carolina Dept. of Transportation, Raleigh, NC.
Mahmoud, E., Kutay, E., and Bahia, H. (2010). “Image Processing & Analysis System (iPas).” Standard method for determining aggregate structure in asphalt mixes by means of planar imaging—Draft procedure, 〈http://uwmarc.wisc.edu/ipas-software-package〉 (Aug. 15, 2012).
Masad, E., and Button, J. W. (2000). “Unified imaging approach for measuring aggregate angularity and texture.” Comput. Aided Civ. Infrastruct. Eng., 15(4), 273–280.
Masad, E., Kassem, E., and Chowdhury, A. (2009). “Application of imaging technology to improve laboratory and field compaction of HMA.” Texas Transportation Institute, College Station, TX.
Masad, E., Muhunthan, B., Shashidar, N., and Harman, T. (1999). “Effect of compaction procedure on the aggregate structure in asphalt concrete.”, Transportation Research Board, National Research Council, Washington, DC.
Sanders, C. A., and Dukatz, E. L. (1992). “Evaluation of percent fracture of hot-mix asphalt gravels in Indiana.” Effect of aggregate and mineral filler on asphalt mixture performance, ASTM, West Conshohoken, PA.
Sefidmazgi, N. R. (2011). “Defining effective aggregate skeleton in asphalt mixture using digital imaging.” M.Sc. thesis, Univ. of Wisconsin-Madison, Madison, WI.
Sefidmazgi, N. R., Tashman, L., and Bahia, H. (2012). “Internal structure characterization of asphalt mixtures for rutting performance using imaging analysis.” Road materials and pavement design, Vol. 13, Taylor and Francis, London, U.K., 21–37.
Sousa, J. B., Harvey, J., Painter, L., Deacon, J. A., and Monismith, C. L. (1991). “Evaluation of laboratory procedures for compacting asphalt—Aggregate mixture.” Strategic Highway Research Program, National Research Council, Washington, DC.
Stiady, J., Hand, A., and White, T. (2001). “Quantifying contributions of aggregate characteristics to HMA performance using PURWheel laboratory tracking device.” Aggregate Contribution to hot-mix asphalt performance, ASTM, West Conshohoken, PA.
Stroup-Gardiner, M., and Brown, E. R. (1998). “Segregation in hot asphalt pavements.”, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC.
Tashman, L., Masad, E., Peterson, B., and Saleh, H. (2001). “Internal structure analysis of asphalt mixes to improve the simulation of Superpave gyratory to field conditions.” J. Assoc. Asphalt Paving Technol., 70, 605–645.
Wnek, M. A., Tutumluer, E., Moaveni, M., and Gehringer, E. (2013). “Investigation of aggregate properties influencing railroad ballast performance.” Transportation Research Board, National Research Council, Washington, DC.
Information & Authors
Information
Published In
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Apr 14, 2014
Accepted: Aug 20, 2014
Published online: Sep 18, 2014
Discussion open until: Feb 18, 2015
Published in print: Jul 1, 2015
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.