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Advances in Civil Engineering
Volume 2017, Article ID 7240462, 7 pages
Research Article

The Effect of Aging on the Cracking Resistance of Recycled Asphalt

1Department of Civil and Environmental Engineering, Florida International University, Miami, FL, USA
2Oldcastle Materials Group, Lutz, FL, USA
3State Material Office, Florida Department of Transportation, Gainesville, FL, USA

Correspondence should be addressed to Mojtaba Mohammadafzali; ude.uif@020ahomm

Received 30 January 2017; Accepted 7 June 2017; Published 21 August 2017

Academic Editor: Luigi Di Sarno

Copyright © 2017 Mojtaba Mohammadafzali et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. Asphalt Recycling and Reclaiming Association (ARRA), “Basic Asphalt Recycling Manual,” Annapolis, Maryland, 2001.
  2. M. Stroup-Gardiner, Recycling and Reclamation of Asphalt Pavements Using In-Place Methods, National Academies Press, Washington, DC, USA, 2011. View at Publisher · View at Google Scholar
  3. H. Haghshenas, H. Nabizadeh, Y. Kim, and K. Santosh, Research on High-RAP Asphalt Mixtures with Rejuvenators and WMA Additives, Department of Roads Research Reports, Lincoln, NE, USA, 2016.
  4. M. Hasaninia and F. Haddadi, “The characteristics of hot mixed asphalt modified by nanosilica,” Petroleum Science and Technology, vol. 35, no. 4, pp. 351–359, 2017. View at Publisher · View at Google Scholar
  5. M. Baqersad, A. Hamedi, M. Mohammadafzali, and H. Ali, “Asphalt mixture segregation detection: digital image processing approach,” Advances in Materials Science and Engineering, vol. 2017, pp. 1–6, 2017. View at Publisher · View at Google Scholar
  6. J. Zaniewski, S. Knihtila, and H. Rashidi, “Evaluation of the Bond Strength of Asphalt Overlays,” in Proceedings of the 2015 ASCE Conference on Afield and Highway Pavements, 2011.
  7. J. Shen, S. Amirkhanian, and B. Tang, “Effects of rejuvenator on performance-based properties of rejuvenated asphalt binder and mixtures,” Construction and Building Materials, vol. 21, no. 5, pp. 958–964, 2007. View at Publisher · View at Google Scholar · View at Scopus
  8. X. Shu, B. Huang, and D. Vukosavljevic, “Laboratory evaluation of fatigue characteristics of recycled asphalt mixture,” Construction and Building Materials, vol. 22, no. 7, pp. 1323–1330, 2008. View at Publisher · View at Google Scholar · View at Scopus
  9. N. Sabahfar, A. Ahmed, S. R. Aziz, and M. Hossain, “Cracking resistance evaluation of mixtures with high percentages of reclaimed asphalt pavement,” Journal of Materials in Civil Engineering, vol. 29, no. 4, 2017. View at Publisher · View at Google Scholar
  10. M. Zaumanis, R. Mallick, and R. Frank, “Evaluation of rejuvenator's effectiveness with conventional mix testing for 100% reclaimed Asphalt pavement mixtures,” Transportation Research Record, no. 2370, pp. 17–25, 2013. View at Publisher · View at Google Scholar · View at Scopus
  11. M. Baqersad, E. A. Sayyafi, and H. M. Bak, “State of the art: mechanical properties of ultra-high performance concrete,” Civil Engineering Journal, vol. 3, no. 3, pp. 190–198, 2017. View at Google Scholar
  12. M. Mohammadafzali, H. Ali, J. A. Musselman, G. A. Sholar, S. Kim, and T. Nash, “Long-term aging of recycled asphalt binders: A laboratory evaluation based on performance grade tests,” Airfield and Highway Pavements, Miami, FL, USA, 2015. View at Publisher · View at Google Scholar · View at Scopus
  13. Texas DOT, Tex-248-F. Overlay Test, Construction Division, Texas Department of Transportation, 2009.
  14. PRI Asphalt Technology Inc., “What’s New, Accelerated Pavement Weathering System (APWS),” June 2015. Available:
  15. M. W. Mirza and M. W. Witczak, “Development of a global aging system for short and long term aging of asphalt cements,” in Proceedings of the 1995 Conference of the Association of Asphalt Paving Technologists: Asphalt Paving Technology, pp. 393–430, March 1995. View at Scopus
  16. K. Grzybowski, G. M. Rowe, and S. Prince, “Development of an Accelerated Weathering and Reflective Crack Propagation Test Methodology,” in Proceedings of the in 7th RILEM International Conference on Cracking in Pavements, 2012.
  17. M. O. Marasteanu, “Role of bending beam rheometer parameters in thermal stress calculations,” Transportation Research Record, no. 1875, pp. 9–13, 2004. View at Google Scholar · View at Scopus
  18. C. J. Glover, R. R. Davidson, C. H. Domke et al., “Development of a New Method for Assessing Asphalt Binder Durability with Field Validation,” Tech. Rep., 2005. View at Google Scholar
  19. R. M. Anderson, G. N. King, D. I. Hanson, and P. B. Blankenship, “Evaluation of the relationship between asphalt binder properties and non-load related cracking,” Journal of the Association of Asphalt Paving Technologists, vol. 80, 2011. View at Google Scholar
  20. M. Baqersad, A. E. Haghighat, M. Rowshanzamir, and H. M. Bak, “Comparison of coupled and uncoupled consolidation equations using finite element method in plane-strain condition,” Civil Engineering Journal, vol. 2, no. 8, pp. 375–388, 2016. View at Google Scholar
  21. F. Haddadi, M. Ameri, M. H. Mirabimoghadam, and H. R. A. Hosseini, “Validation of a simplified method in viscoelastic continuum damage (VECD) model developed for flexural mode of loading,” Construction and Building Materials, vol. 95, article no. 7000, pp. 892–897, 2015. View at Publisher · View at Google Scholar · View at Scopus