Performance Prediction of Hot Mix Asphalt from Asphalt Binders

Imran Hafeez, Mumtaz Ahmed Kamal, Muhammad Reza Ahadi, Qamar Shahzad, Nadia Bashir


Asphalt binder being a high weight hydrocarbon contains asphaltene and maltene and is widely used as cementing materials in the construction of flexible pavements. Its performance in hot mix asphalt also depends on combining with different proportions of aggregates. The main objective of this study was to characterize asphalt cement rheological behavior and to investigate the influence of asphalt on asphalt-aggregate mixtures prepared with virgin binders and using polymers. Binder rheology and mixtures stiffness were determined under a range of cyclic loadings and temperature conditions. Master curves were developed for the evaluation of relationship between parameters like complex modulus and phase angle at different frequencies. Horizontal shift factors were also computed to determine time and temperature response of binders and mixes. The results showed that the stiffness of both the binder and the mixes depends on temperature and frequency of load. Polymer modified binder is least susceptible to temperature variations as compared to other virgin asphalt cement. Performance of asphalt mixtures can be predicted from those of asphalt binders using the master curve technique.

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Asphalt Institute. Mix Design Method, Manual Series No. 2 (MS-2), 6th Edition, 2003, P55-78.

Soleimani A., “Use of dynamic phase angle and complex modulus for the low temperature performance grading of asphalt cements” PhD Thesis, Queen’s University, Kingston, Canada, Page-7, 2009.

Robert N. Hunter. “Asphalt in roads construction” American Society of Civil Engineering, Thomas Telford Publications, pp 75, London, June 2000.

Read J., and Whiteoak D., page 29, 5th edition Shell Bitumen Handbook, 1990.

Thomase G. Mezger, “The Rheology Handbook” pp13, 2002.

Barnes H.A., J.F. Hulton and K. Walters, “Introduction to rheology”. Elsvier, Barking 1989.

Huang, Shin-Che and Zeng Menglan, “Characterization of aging effect on rheological properties of asphalt-filler systems”, International Journal of Pavement Engineering, 8:3, 213-223, 2007.

Branthaver, J.F., Peterson, J.C., Robertson, R.E., Duvall J.J., Kim, S.S., Harnsberger, P.M., Mill, T., Barbour, F.A., and Scharbron, J.F., “Binder Characterization and Evaluation”, Volume 2: Chemistry. SHRP-A-368, 1993.

W. Heukelom, “A bitumen test data chart for showing the effect of temperature on the mechanical behavior of asphaltic bitumen”, Journal of the institute of Petroleum, vol 55 1999.

Tarefder, R.A., Zaman, M., Hobson, K., A Laboratory and statistical evaluation of factors affecting rutting, International Journal of Pavement Engineering. Vol. 4 (1), 59-68, 2003.

Kanitpong, K., Bahia, H., Relating adhesion and cohesion of asphalts to the effect of moisture on laboratory performance of asphalt mixtures, T. R. R, 1901, 33-43, 2005.

Gibb, J.M., “Evaluation of resistance to permanent deformation in the design of bituminous paving mixtures.” Ph.D. Thesis, University of Nottingham, 1996.

Loulizi, Flintsch, Al-Qadi and Mokarem “Comparison between Resilient Modulus and Dynamic Modulus of Hot-Mix Asphalt as Material Properties for Flexible Pavement Design”2006.

Van der Poel, C. ‘‘Time and temperature effects on the deformation of asphaltic bitumen’s and bitumen-mineral mixtures.’’ Soc. Of Petr. Engrs. J., 47–53, 1955.

Anderson, D.A. and Christensen D.W. "Interpretation of Dynamic Mechanical Test Data for Paving Grade Asphalt Cements," Proceedings of the Association of Asphalt Paving Technologists, volume 61, pp. 67-116, 1992

Charles E. Dougan et al. “E*-Dynamic Modulus, Test Protocal – Problems and Solutions”2003.

Geoffrey M. Rowe and M. J Sharrock “Alternate shift factor relationship for describing the temperature dependency of the visco-elastic behaviour of asphalt materials”2000.

Christensen D.W., “Analysis of Creep data for Indirect Tension Test on Asphalt Concrete” 1998.

Pellinen, T K and Witczak, M W.,“Stress dependent master curve construction for dynamic modulus” 2002.

Colbert B. and Zhanping, “The properties of asphalt binder blended with variable quantities of recycled Asphalt using short term and long term aging simulations” Journal of Construction and Building Materials, volume 26,pp. 552–557, 2012.

Nur Izzi Md. Yusoff, Montgomery Shaw T. and Gordon D. Airey, “Modeling the linear viscoelastic rheological properties of bituminous binders” J. Construction and Building Materials, Vol. 25, 2011, pp. 2171–2189.

Wasage T.L.J., Jiri Stastna and Ludo Zanzotto, “Rheological Analysis of multi-stress creep recovery test” in Int. J. of Pavement Engg., Vol. 12, No. 6, Dec 2011, pp. 561-568.

Kumar S. A. and Veerara gavan A., “Dynamic mechanical characterization of asphalt concrete mixes with modified Asphalt binders” J. Materials Science and Engineering, volume 528 (2011), pp. 6445– 6454.

Charles E. Dougan, Jack E. Stephens, James Mahoney and, Gilbert Hansen, “E* - DYNAMIC MODULUS” Test Protocol – Problems and Solutions, Report Number-CTSPR-0003084-F-03-3, University of Connecticut, USA, 2003.

AASHTO T 240: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test) 2004.

American Association of State Highway and Transportation Officials (1995). AASHTO Provisional Standard TP5-93: standard test method for determining the rheological properties of asphalt binder using a dynamic shear rheometer. Washington DC.

National Highway Authority, “Surface course”, Item No. 305-I, General Specification, 1998, Pakistan.

American Association of State Highway and Transportation Officials (TP-62) 2004. Determining Dynamic Modulus of Hot-Mix Asphalt Concrete Mixtures.

American Association of State Highway and Transportation Officials 2002, Mechanistic Empirical Design Guide (MEPDG) Part 3- Design Analysis, Chapter-3, pp 3.3.48

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