Table of Contents Author Guidelines Submit a Manuscript
The Scientific World Journal
Volume 2014, Article ID 240786, 8 pages
http://dx.doi.org/10.1155/2014/240786
Research Article

The Effect of Crumb Rubber Particle Size to the Optimum Binder Content for Open Graded Friction Course

1Centre for Transportation Research, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia
2Universiti Tenaga Nasional, Putrajaya Campus, Jalan Ikram-Uniten, 43000 Kajang, Selangor, Malaysia

Received 31 August 2013; Accepted 29 October 2013; Published 16 January 2014

Academic Editors: K. Kabiri, J. Mander, C. Nah, and İ. B. Topçu

Copyright © 2014 Mohd Rasdan Ibrahim 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. California Department of Transportation, Open Graded Friction Course Usage Guide, Sacramento, Calif, USA, 2006.
  2. B. Putman and L. Kline, “Comparison of mix design methods for porous asphalt mixtures,” Journals of Material Civil Engineering, vol. 24, no. 11, pp. 1359–1367, 2012. View at Google Scholar
  3. E. Thelen and L. F. Howe, Porous Pavements, The Franklin Institute Press, 1978.
  4. C. L. Wong, R. Venneker, S. Uhlenbrook, A. B. M. Jamil, and Y. Zhou, “Variability of rainfall in Peninsular Malaysia,” Hydrology and Earth System Sciences, vol. 6, pp. 5471–5503, 2009. View at Google Scholar
  5. A. E. Alvarez, A. E. Martin, and C. Estakhri, “A review of mix design and evaluation research for permeable friction course mixtures,” Construction and Building Materials, vol. 25, no. 3, pp. 1159–1166, 2011. View at Publisher · View at Google Scholar · View at Scopus
  6. K. Younger and M. Partl, “Evaluation for porous pavement for road surfaces,” Interim Report FHWA-OR-RD-95-03.
  7. A. E. Alvarez, A. E. Martin, C. Estakhri, J. W. Button, C. J. Glover, and S. H. Jung, “Synthesis of current practice on the design, ‘Construction and maintenance of porous friction courses’,” Tech. Rep. FHWA/TX-06/0-5262-1.
  8. A. Cetin, “Effects of crumb rubber size and concentration on performance of porous asphalt mixtures,” International Journal of Polymer Science, vol. 2013, Article ID 789612, 10 pages, 2013. View at Publisher · View at Google Scholar
  9. C. Nah and H. Kim, “Effect of loading and particle size of rubber powder vulcanizate on physical properties of natural rubber compound,” Polymer, vol. 21, no. 4, pp. 648–656, 1997. View at Google Scholar · View at Scopus
  10. J. L. McQuillen Jr., H. B. Takallou, R. G. Hicks, and D. Esch, “Economic analysis of rubber-modified asphalt mixes,” Journal of Transportation Engineering, vol. 114, no. 3, pp. 259–277, 1988. View at Google Scholar · View at Scopus
  11. A. H. Ali, N. S. Mashaan, and M. R. Karim, “Investigations of physical and rheological properties of aged rubberised bitumen,” Advances in Materials Science and Engineering, vol. 2013, Article ID 239036, 7 pages, 2013. View at Publisher · View at Google Scholar
  12. J. Peralta, H. M. R. D. Silva, A. V. Machado, J. Pais, P. A. A. Pereira, and J. B. Sousa, “Changes in rubber due to its interaction with bitumen when producing asphalt rubber,” Road Materials and Pavement Design, vol. 11, no. 4, pp. 1009–1031, 2010. View at Publisher · View at Google Scholar · View at Scopus
  13. W. C. Vonk and A. L. Bull, “Phase phenomena and concentration effects in blends of bitumen and cariflex TR,” in Proceedings of the 7th International Roofing Congress, Munich, Germany, 1989.
  14. T. C. Billiter, J. S. Chun, R. R. Davison, C. J. Glover, and J. A. Bullin, “Investigation of the curing variables of asphalt-rubber binder,” Petroleum Science and Technology, vol. 15, no. 5-6, pp. 445–469, 1997. View at Google Scholar · View at Scopus