The Effect of Saturates on Rheological and Aging Characteristics of Bitumen
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The Effect of Saturates on Rheological and Aging Characteristics of Bitumen

Authors: Madi Hermadi, Kemas A. Zamhari, Ahmad T. bin A. Karim, Mohd. E. Abdullah, Ling Lloyd L.

Abstract:

According to Rostler method (ASTM D 2006), saturates content of bitumen is determined based on its reactivity to sulphuric acid. While Corbett method (ASTM D 4124) based on its polarity level. This paper presents results from the study on the effect of saturates content determined by two different fractionation methods on the rheological and aging characteristics of bitumen. The result indicated that the increment of saturates content tended to reduce all the rheological characteristics concerned. Bitumen became less elastic, less viscous, and less resistant to plastic deformation, but became more resistant to fatigue cracking. After short and long term aging process, the treatment effect coefficients of saturates decreased, saturates became thicker due to aging process. This study concludes that saturates is not really stable or reactive in aging process. Therefore, the reactivity of saturates should be considered in bitumen aging index

Keywords: Aging index, bitumen, saturates, rheolgy.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1085093

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References:


[1] R. E. Boyer, "Asphalt Rejuvenators ‘Fact or Fable’ (Book style)", Asphalt Institute, Transportation Systems 2000 (TS2K) Workshop, San Antonio Texas, 2000.
[2] D. Lesueur, "The colloidal structure of bitumen: consequences on the rheology and on the mechanisms of bitumen modification.," Elsevier Advances in colloid and interface science, vol. 145, no. 1-2, pp. 42–82, Jan. 2009.
[3] J. C. Petersen, "A Review of the Fundamentals of Asphalt Oxidation, Chemical, Physicochemical, Physical Property, and Durability Relationships", Transportation Research Circular E-C140. Transportation Research Board, Washington DC, 2009.
[4] R. F. A. Berkers, "Influence of Chemical Composition on the Performance of Bitumen,” Master Thesis, Tswane University of Technology, 2005.
[5] T. W. Roberts, F. L., Kandhal, Prithvi, S., Brown, E.Ray, Lee, Dah-Yinn, Kennedy, Hot Mix Asphalt Materials, Mixture Design and Construction (Book style), no. 1. NAPA Education Foundation, Lanham, MD: , 1996, pp. 1–8.
[6] P. Michalica, P. Daucik, and L. Zanzotto, "Monitoring of Compositional Changes Occurring During the Oxidative Aging of Two Selected Asphalts from Different Sources”, Petroleum and Coal vol. 50 no. 2, pp. 1–10, 2008.
[7] A. Demirbas, "Asphaltene yields from five types of fuels via different methods.pdf,” Elsevier Energy Conversion and Management, vol. 43, pp. 1091–1097, 2002.
[8] K. K. Kumar and A. Veeraragavan, "Optimizing the Bituminous Concrete Mixes for Fatigue Performance,” The Open Construction and Building Technology Journal Vol. 2, Bentham Science Publishers Ltd. pp. 53–58, 2008.