TECHNICAL PAPERS
Apr 2, 2011

Influence of Warm-Mix Additives and Reduced Aging on the Rheology of Asphalt Binders with Different Natural Wax Contents

Publication: Journal of Materials in Civil Engineering
Volume 23, Issue 10

Abstract

This paper presents the results of our study to investigate the influence of natural wax in asphalt binders, warm-mix asphalt (WMA) additives, and reduced short-term aging on viscosity, stiffness, susceptibility to permanent deformation, fracture resistance, and thermal cracking resistance of asphalt binders. We used two controls to differentiate between the influence of WMA additive and that of reduced aging on the rheology of asphalt binders. The asphalt binder used in a WMA undergoes reduced short-term aging and consequently has relatively reduced stiffness compared with the binder in a similar hot-mix asphalt (HMA). Results indicate that certain WMA additives compensate, whereas others aggravate the initial reduced stiffness of asphalt binders used in WMA. Short-term aged binders with high natural wax content demonstrated strong interactions with some of the WMA additives and increased susceptibility to permanent deformation. In most cases, pressure aging vessel (PAV) residues of binders with WMA additives had similar or lower fracture resistance compared with PAV residues of binders that were subjected to conventional short-term aging. Results from this study suggest that strategies—such as the use of recycled asphalt—to compensate for the initially reduced stiffness of binders in WMA mixtures must be carefully selected for each asphalt binder–WMA additive pair to avoid an adverse impact on the fatigue cracking performance of the mix.

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Acknowledgments

The authors would like to thank MeadWestvaco Asphalt Innovations, Sasol Wax, Akzo Nobel, and Ceca Arkema Group for their assistance in providing the WMA additives used in this study, and Mr. Jorge Leal for some of the laboratory testing. The authors greatly appreciate the Texas Department of Transportation (TxDOT) for supporting this research, and they also thank Dr. German Claros, Mr. Dale Rand, and Mr. Jerry Peterson for their help with this research. The results and discussions expressed in the paper are solely those of the authors and do not reflect the views of TxDOT.

References

AASHTO. (2004). “Standard specifications for transportation materials and methods of sampling and testing.” Washington, DC
.
ASTM. (2005). “Annual book of ASTM standards Vol. 04.03: Road and paving materials; traveled surface characteristics, West Conshohocken, PA
.
Button, J. W., Estakhri, C., and Wimsatt, A. (2007). “A synthesis of warm mix asphalt.” FHWA/TX-07/0-5597-1, TX Dept. of Transportation and Federal Highway Administration (FHwA), College Station, TX
.
Ceca Arkema Group. (2011). “Cecabase RT Warm Mix Asphalt.” 〈http://www.cecachemicals.com/sites/ceca/en/home.page〉 (Aug. 24, 2011)
.
Chowdhury, A., and Button, J. W. (2008). “A review of warm mix asphalt.” SWUTC/08/473700-00080-1, Texas Transportation Institute, College Station, TX
.
D’Angelo, J., et al. (2008). “Warm-mix asphalt: European practice.” FHWA-PL-08-007, Federal Highway Administration, Washington, DC
.
Gandhi, T., Rogers, W., and Amirkhanian, S. (2010). “Laboratory simulation of warm mix asphalt aging characteristics.” Int. J. Pavement Eng., 11, 133–142
.
Hanz, A., Faheem, A., Mahmoud, A., and Bahia, H. (2010). “Measuring effects of warm-mix additives: Use of newly developed asphalt binder lubricity test for the dynamic shear rheometer.” Transp. Res. Rec., 2180, 85–92
.
Hurley, G. C., and Prowell, B. D. (2006). “Evaluation of potential processes for use in warm mix.” J. Assoc. Asphalt Paving Technol., 75, 41–90
.
Johnson, C., Wen, H., and Bahia, H. (2009). “Practical application of viscoelastic continuum damage theory to asphalt binders fatigue characterization.” J. Assoc. Asphalt Paving Technol., 78, 597–638
.
MeadWestvaco. (2011). “Asphalt Additives.” 〈http://www.meadwestvaco.com/SpecialtyChemicals/AsphaltAdditives/index.htm〉 (Aug. 24, 2011).
Michon, L. C., Netzel, D. A., and Turner, T. M. (1999). “A 13C NMR and DSC study of the amorphous and crystalline phases in asphalts.” Energy Fuels, 13(3), 602–610
.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 23Issue 10October 2011
Pages: 1453 - 1459

History

Received: Oct 22, 2010
Accepted: Mar 31, 2011
Published online: Apr 2, 2011
Published in print: Oct 1, 2011

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Authors

Affiliations

Zelalem Arega
Research Fellow, Univ. of Texas at Austin.
Amit Bhasin, A.M.ASCE [email protected]
Assistant Professor, Univ. of Texas at Austin (corresponding author). E-mail: [email protected]
Arash Motamed
Ph.D. Candidate, Univ. of Texas at Austin.
Fred Turner
Research Scientist, Western Research Institute, WY.

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