Effect of Using Crumb Rubber with Warm-Mix-Asphalt Additive in Laboratory and Field Aging
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Effect of Using Crumb Rubber with Warm-Mix-Asphalt Additive in Laboratory and Field Aging

Authors: Mustafa Akpolat, Baha Vural Kök

Abstract:

Using a waste material such as crumb rubber (CR) obtained by waste tires has become an important issue in respect to sustainability. However, the CR modified mixture also requires high manufacture temperature as a polymer modified mixture. For this reason in this study, it is intended to produce a CR modified mixture with warm mix asphalt additives in the same mixture. Asphalt mixtures produced by pure, 10%CR, 10%CR+3% Sasobit and 10%CR+0.7% Evotherm were subjected to aging procedure in the laboratory and the field. The indirect tensile repeated tests were applied to aged and original specimens. It was concluded that the fatigue life of the mixtures increased significantly with the increase of aging time. CR+Sasobit modified mixture aged at the both field and laboratory gave the highest load cycle among the mixtures.

Keywords: Crumb rubber, warm mix asphalt, aging, fatigue.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1315939

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References:


[1] B. Şengöz, "The effect of asphalt film thickness aging and moisture susceptibility of hot mix asphalt," Ph.D Thesis, ITU, 2003.
[2] F. Yin, E. Arámbula-Mercado, A. Epps Martin, D. Newcomb, N. Tran, "Long-term ageing of asphalt mixtures," Road Mater. Pav. Des. 18 (2017) 2–27.
[3] J. Whiteoak, D. and Read, The Shell Bitumen Handbook, Thomas Telford Ltd, Londan, 2003.
[4] F. Yin, A. Epps Martin, E. Arámbula-Mercado, D. Newcomb, "Characterization of non-uniform field aging in asphalt pavements," Constr. Build. Mater. 153 (2017) 607–615.
[5] J. C. Petersen, "Chemical Composition of Asphalts as Related to Asphalt Durability; State of Art," Transp. Res. Rec. (1984) 13–30. http://onlinepubs.trb.org/Onlinepubs/trr/1984/999/999-004.pdf.
[6] M. O. Hamzah, S. R. Omranian, A. Jamshidi, M. R. M. Hasan, "Simulating Laboratory Short Term Aging to Suit Malaysian Field Conditions," World Acad. Sci. Eng. Technol. 72 (2012) 1499–1503.
[7] H. R. Quintana, F. R. Lizcano, "A review of asphalt and asphalt mixture aging," Ing. E Investig. 33 (2013) 5–12.
[8] S. Wang, Q. Wang, S. Li, "Thermooxidative aging mechanism of crumb-rubber-modified asphalt," J. Appl. Polym. Sci. 133 (2016) 43323(1-7). doi:10.1002/app.43323.
[9] M. R. Mitchell, R. E. Link, F. Xiao, S. N. Amirkhanian, J. Shen, "Effects of Various Long-Term Aging Procedures on the Rheological Properties of Laboratory Prepared Rubberized Asphalt Binders," J. Test. Eval. 37 (2009) 101706.
[10] A. H. Ali, N. S. Mashaan, M. R. Karim, "Investigations of Physical and Rheological Properties of Aged Rubberised Bitumen," Adv. Mater. Sci. Eng. 2013 (2013) 1–7.
[11] A. Banerjee, A. de Fortier Smit, J. A. Prozzi, "The effect of long-term aging on the rheology of warm mix asphalt binders," Fuel, 97 (2012) 603–611.
[12] L. Francken, Bituminous Binders and Mixes: State of the Art and Interlaboratory Tests on Mechanical Behaviour and Mix Design, First Edit, E&FN Spon, 1998.
[13] B. V. Kök, "Investigation of a new mixing method in production of hot mix asphalt," Ph.D Thesis, Fırat University, 2007.
[14] M. Fakhri, A. R. Ghanizadeh, H. Omrani, "Comparison of Fatigue Resistance of HMA and WMA Mixtures Modified by SBS," Procedia - Soc. Behav. Sci. 104 (2013) 168–177.