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Mechanical performance of asphalt rubber mixtures with warm mix asphalt additives

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Abstract

The growing concern regarding global warming has led to the recent development of warm mix asphalt (WMA) technology in the field of pavement materials. Production and compaction temperatures can be reduced by lowering the binder viscosity and in turn reduce greenhouse gas emissions (GHG) and energy consumption without significantly changing the mechanical characteristics of the mixtures. There are different additives and technologies which reduce production temperatures, but not all of them have been studied, especially regarding asphalt rubber (AR) mixtures with a high content of rubber (20% over the weight of bitumen). These mixtures, with a high viscosity binder, must be produced at higher temperatures compared to a conventional mixture. This study contrasted and assessed AR mixtures with waxes as WMA additives in order to test: water sensitivity, resistance to permanent deformation and fatigue as well as stiffness. The study demonstrated that the waxes used enhance resistance to permanent deformation without compromising fatigue resistance. Water resistance is slightly inferior and the stiffness modulus depends on production temperature.

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References

  1. Ruth BE, Roque R (1995) Crumb rubber modifier (CRM) in asphalt pavements. In: Proceedings of the transportation congress, pp 768–85

  2. Lee S, Liang RY (1996) Short-term and long-term aging behavior of rubber modified asphalt paving mixtures. Transport Res Rec J Transport Res Board. doi:10.3141/1530-02

    Google Scholar 

  3. Huang B, Mohammad LN, Graves PS, Abadie C (2002) Louisiana experience with crumb rubber-modified hot-mix asphalt pavement. Transport Res Rec J Transport Res Board. doi:10.3141/1789-01

    Google Scholar 

  4. Shen J, Amirkhanian S, Lee S-J (2005) Effects of rejuvenating agents on recycled aged rubber modified binders. Int J Pavement Eng. doi:10.1080/10298430500439319

    Google Scholar 

  5. Paje SE, Luong J, Vázquez VF, Bueno M, Miró R (2013) Road pavement rehabilitation using a binder with a high content of crumb rubber: influence on noise reduction. Constr Build Mater. doi:10.1016/j.conbuildmat.2013.05.008

    Google Scholar 

  6. Kaloush KE (2014) Asphalt rubber: performance tests and pavement design issues. Constr Build Mater. doi:10.1016/j.conbuildmat.2014.03.020

    Google Scholar 

  7. Moreno F, Sol M, Martín J, Pérez M, Rubio MC (2013) The effect of crumb rubber modifier on the resistance of asphalt mixes to plastic deformation. Mater Des. doi:10.1016/j.matdes.2012.12.022

    Google Scholar 

  8. Hurley GC, Prowell BD (2005) Evaluation of Sasobit® for use in warm mix asphalt. NCAT Report

  9. Akisetty C (2008) Evaluation of warm asphalt additives on performance properties of CRM binders and mixtures containing warm mix asphalt additive. Dissertation, Clemson University

  10. Xiao F, Wenbin Zhao PE, Amirkhanian SN (2009) Fatigue behavior of rubberized asphalt concrete mixtures containing warm asphalt additives. Constr Build Mater. doi:10.1016/j.conbuildmat.2009.06.036

    Google Scholar 

  11. Oliveira JRM, Silva HMRD, Abreu LPF, Fernandes SRM (2013) Use of a warm mix asphalt additive to reduce the production temperatures and to improve the performance of asphalt rubber mixtures. J Clean Prod. doi:10.1016/j.jclepro.2012.09.047

    Google Scholar 

  12. Rodríguez-Alloza AM, Gallego J, Pérez I, Bonati A, Giuliani F (2014) High and low temperature properties of crumb rubber modified binders containing warm mix asphalt additives. Constr Build Mater. doi:10.1016/j.conbuildmat.2013.12.026

    Google Scholar 

  13. Edwards Y, Redelius P (2003) Rheological effects of waxes in bitumen. Energ Fuel. doi:10.1021/ef020202b

    Google Scholar 

  14. Ministerio de Fomento, Ministerio de Medio Ambiente CEDEX (2007) Manual de Empleo de Caucho de NFU en Mezclas Bituminosas

  15. Gallego J, Castro M, Prieto JN, Vasallo JM (2007) Thermal sensitivity and fatigue life of gap-graded asphalt mixes incorporating crumb rubber from tire waste. Transport Res Rec J Transport Res Board. doi:10.3141/1998-16

    Google Scholar 

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Correspondence to Ana María Rodríguez-Alloza.

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Rodríguez-Alloza, A.M., Gallego, J. Mechanical performance of asphalt rubber mixtures with warm mix asphalt additives. Mater Struct 50, 147 (2017). https://doi.org/10.1617/s11527-017-1020-z

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