The Applicability of Estimated Equations of Recycling Agents on the Viscosity Variety of Aged Asphalt Binders

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Abstract:

This study was to perform the viscosity test of adding different ratios (from 10% to 40%) of three recycling agents (RAs), namely RA25, RA75 and RA250, to the reclaimed asphalt binder (RAB) containing a viscosity of 42800 poises. The purpose of the study was to determine the effects of various RAs on the viscosity of aged asphalt binders. The viscosity values were also estimated based on the recycling model of aged asphalt binder developed by authors and the equations developed by Arrhenius (1887), Grunberg and Nissan (1949) and Epps et al. (1980). The results show that there are significant variations in the viscosity of recycling asphalt binder when being added different ratios of RA. The estimated viscosity values computed by the recycling model of aged asphalt binder are closer to the tested results when compared with the equations developed by Arrhenius (1887), Grunberg and Nissan (1949) and Epps et al. (1980). Furthermore, the Recycling Index (RI) developed by the recycling model of aged asphalt binder can clearly and precisely reveal the recycling performance of different kinds of RAs. The Gmix from the equation developed by Grunberg and Nissan (1949) has an apparent effect on estimating the viscosity when adding RA to the RAB.

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670-677

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] H. Asli, E. Ahamadinia, M. Zargar, M.R. Karim, Investigation on physical properties of waste cooking oil – Rejuvenated bitumen binder, Construction and Building Materials. 37 (2012) 398-405.

DOI: 10.1016/j.conbuildmat.2012.07.042

Google Scholar

[2] J.S Chen, C.C. Huang, P.Y. Chu, K.Y. Lin, Engineering characterization of recycled asphalt concrete and aged bitumen mixed recycling agent, Journal of Materials Science. 42 (2007) 9867-9876.

DOI: 10.1007/s10853-007-1713-8

Google Scholar

[3] H.L. Xu, The analysis of properties of reclaimed asphalt binder with the addition of recycling agent, Master's thesis, The University of Cheng-Kung , Taiwan, 2005.

Google Scholar

[4] P.S. Lin, T.L. Wu, C.W. Chang, B.Y. Chou, Effects of recycling agents on aged asphalt binders and reclaimed asphalt concrete, Materials and Structures. 44 (2011) 911-921.

DOI: 10.1617/s11527-010-9675-8

Google Scholar

[5] C. Thodesen, F. Xiao, S.N. Amirkhanian, Modeling viscosity behavior of crumb rubber modified binders, Construction and Building Materials. 23 (2009) 3053-3062.

DOI: 10.1016/j.conbuildmat.2009.04.005

Google Scholar

[6] R. Karlsson, U. Isacsson, Laboratory studies of diffusion in bitumen using markers, Journal of Materials Science. 38 (2003) 2835-2844.

Google Scholar

[7] R. Karlsson, U. Isacsson, Application of FTIR-ATR to characterization of bitumen rejuvenator diffusion, Journal of Materials in Civil Engineering, ASCE, 15(2) (2003) 157-165.

DOI: 10.1061/(asce)0899-1561(2003)15:2(157)

Google Scholar

[8] J. Shen, S. Amirkhanian, S.J. Lee, The effects of rejuvenating agents on recycled aged CRM binders, International Journal of Pavement Engineering. 6(4) (2005) 273-279.

DOI: 10.1080/10298430500439319

Google Scholar

[9] M.N. Siddiqui, M.F. Ali, Studies on the aging behavior of the Arabian asphalts, Fuel. 78 (1999) 1005-1015.

DOI: 10.1016/s0016-2361(99)00018-6

Google Scholar

[10] Y. Ruan, R.R. Davison, C.J. Glover, Oxidation and viscosity hardening of polymer-modified asphalts, Energy and Fuels. 17 (2003) 991-998.

DOI: 10.1021/ef020221l

Google Scholar