Recycled Asphalt Pavement with Warm Mix Additive for Sustainable Road Construction
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Recycled Asphalt Pavement with Warm Mix Additive for Sustainable Road Construction

Authors: Meor Othman Hamzah, Lillian Gungat, Nur Izzi Md. Yusoff, Jan Valentin

Abstract:

The recent hike in raw materials costs and the quest for preservation of the environment has prompted asphalt industries to adopt greener road construction technology. This paper presents a study on such technology by means of asphalt recycling and use of warm mix asphalt (WMA) additive. It evaluates the effects of a WMA named RH-WMA on binder rheological properties and asphalt mixture performance. The recycled asphalt, obtained from local roads, was processed, fractionated, and incorporated with virgin aggregate and binder. For binder testing, the recycled asphalt was extracted and blended with virgin binder. The binder and mixtures specimen containing 30 % and 50 % recycled asphalt contents were mixed with 3 % RH-WMA. The rheological properties of the binder were evaluated based on fundamental, viscosity, and frequency sweep tests. Indirect tensile strength and resilient modulus tests were carried out to assess the mixture’s performances. The rheological properties and strength performance results showed that the addition of RH-WMA slightly reduced the binder and mixtures stiffness. The percentage of recycled asphalt increased the stiffness of binder and mixture, and thus improves the resistance to rutting. Therefore, the integration of recycled asphalt and RH-WMA can be an alternative material for road sustainable construction for countries in the tropics.

Keywords: Recycled asphalt, warm mix additive, rheological, mixture performance.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1112103

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[1] R. West, J.R. Willis, M. Marasteanu, “Improved mix design, evaluation, and materials management practices for hot mix asphalt with high reclaimed asphalt pavement content”. NCHRP Report 752, Transportation Research Board Washington, D.C, 2013.
[2] Q. Aurangzeb, I. L. Al-Qadi, H. Ozer, R. Yang. (2014). Hybrid life cycle assessment for asphalt mixtures with high RAP content. Resources, Conservation and Recycling, 83, pp. 77-86.
[3] M. C. Rubio, G. Martínez, L. Baena, F. Moreno. (2012). Warm mix asphalt: an overview. Journal of Cleaner Production, 24, pp. 76-84
[4] H. Wang, Z. Dang, Z. You, D. Cao. (2012). Effect of warm mixture asphalt (WMA) additives on high failure temperature properties for crumb rubber modified (CRM) binders. Construction and Building Materials, (Online). 35, pp. 281-288.
[5] R.B. Mallick, P.S. Kandhal, and R. L. Bradbury. (2008). Using warm-mix asphalt technology to incorporate high percentage of reclaimed asphalt pavement material in asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2051, pp. 71-79.
[6] J.A. D'Angelo, E. E. Harm, J. C. Bartoszek, G. L. Baumgardner, M. R. Corrigan, J. E. Cowsert, T. P. Harman et al. “Warm-mix asphalt: European practice.” No. FHWA-PL-08-007. 2008.
[7] M. Tao and R.B. Mallick. (2009). Effects of warm-mix asphalt additives on workability and mechanical properties of reclaimed asphalt pavement material. Transportation Research Record: Journal of the Transportation Research Board, 2126(1), pp. 151-160.
[8] J. Zheng, S. Zhao, and B. Huang. (2012) Rut Resistance of Foamed Warm Mix Asphalt Containing RAP Sustainable Construction Materials. pp. 441-447.
[9] X. Shu, B.S. Huang, E.D. Shrum and X.Y. Jia. (2012). Laboratory evaluation of moisture susceptibility of foamed warm mix asphalt containing high percentages of RAP. Construction and Building Materials, 35, pp. 125-130. DOI 10.1016/j.conbuildmat.2012.02.095.
[10] B. Sengoz and J. Oylumluoglu. (2013). Utilization of recycled asphalt concrete with different warm mix asphalt additives prepared with different penetration grades bitumen. Construction and Building Materials, 45, pp. 173-183.
[11] J.R. Oliveira, H.M. Silva, L.P.F Abreu and J.A. Gonzalez-Leon. (2012). The role of a surfactant based additive on the production of recycled warm mix asphalts – Less is more. Construction and Building Materials, 35, pp. 693-700. doi: 10.1016/j.conbuildmat.2012.04.141.
[12] N. F. Moghadas, A. Azarhoosh, G.H. Hamedi and H. Roshani. (2014). Rutting performance prediction of warm mix asphalt containing reclaimed asphalt pavements. Road Materials and Pavement Design, 15(1), pp. 207-219.
[13] N.I.M. Yusoff, E. Chailleux and G.D. Airey. (2011). A comparative study of the influence of shift factor equations on master curve construction. Int J Pavement Res Technol, 4(6), pp. 324-336.
[14] I. Hafeez, M.A. Kamal, M.R. Ahadi, Q. Shahzad and N. Bashir (2012). Performance prediction of hot mix asphalt from asphalt binders. Pak. J. Engg. & Appl. Sci, Vol, 11, pp. 104-113.