Technical Papers
Jan 20, 2015

Effects of Using Sasobit and SBS on the Engineering Properties of Bitumen and Stone Mastic Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 10

Abstract

Using hard and polymer-modified binders in stone mastic asphalt mixtures reduces workability considerably. In this study, Sasobit (Sasolwax, Worthdamm, Hamburg) is used in bitumen to increase the workability and efficiency of styrene-butadiene-styrene (SBS)–modified binders. The properties of SBS-modified and Sasobit-modified binders and mixtures were evaluated for their rheological and mechanical performances using different experimental techniques such as rheological bitumen tests—i.e., dynamic shear rheometer (DSR), bending beam rheometer (BBR), and hot-mixture performance tests; i.e., dynamic creep, fatigue, and toughness index tests. Sasobit improves the effectiveness of SBS modification, especially at medium to high temperatures, although it is not as flexible as SBS at low temperatures. In some cases, SBS modification is more effective than Sasobit modification when used alone. However, a better performance is achieved when 3% SBS plus 3% Sasobit is used when the two modifiers are mixed in the same binder, especially in terms of fatigue performance.

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References

AASHTO. (2006). “Standard method of test for determining the creep compliance and strength of hot-mix asphalt using the indirect tensile test device.”, Washington, DC.
Airey, G. D., Hunter, A. E., and Rahimzadeh, B. (2002). “The influence of geometry and sample preparation on dynamic shear rheometer testing.” Proc., 4th European Symp. on Performance of Bituminous and Hydraulic Materials in Pavements, Transportation Research Board, Berkshire, U.K., 3–12.
Akisetty, C. K., Lee, S. J., and Amirkhanian, S. N. (2009). “High temperature properties of rubberized binders containing warm asphalt additives.” J. Constr. Build. Mater., 23(1), 565–573.
Akisetty, C. K., Xiao, F., Gandhi, T., and Amirkhanian, S. N. (2011). “Estimating correlations between rheological and engineering properties of rubberized asphalt concrete mixtures containing warm mix asphalt additive.” J. Constr. Build. Mater., 25(2), 950–956.
Angelo, J. D., et al. (2008). “Warm-mix asphalt: European practice—International technology scanning program.”, Washington, DC.
Banerjee, A., Smit, A. F., and Prozzi, J. A. (2012). “The effect of long-term aging on the rheology of warm mix asphalt binders.” Fuel, 97, 603–611.
Biro, S., Gandhi, T., and Amirkhanian, S. (2009). “Midrange temperature rheological properties of warm asphalt binder.” J. Mater. Civ. Eng., 316–323.
Diefenderfer, S., and Hearon, A. (2009). “Laboratory evaluation of a warm asphalt technology for use in Virginia.”, Virginia Transportation Research Council, Charlottesville, VA.
Goh, S. W., and You, Z. (2009). “A simple stepwise method to determine and evaluate the initiation of tertiary flow for asphalt mixtures under dynamic creep test.” Constr. Build. Mater., 23(11), 3398–3405.
Hamzah, M. O., Jamshidi, A., Kanitpong, K., and Aman, M. Y. (2012). “Parameters to characterise the effects of Sasobit® content on the rheological properties of unaged and aged asphalt binders.” Road Mater. Pavement, 13(2), 368–375.
Hurley, G. C., and Prowell, B. D. (2005). “Evaluation of Sasobit for use in warm mix asphalt.”, National Center for Asphalt Technology (NCAT), Auburn, AL.
Jamshidi, A., Hamzah, M. O., and You, Z. (2013). “Performance of warm mix asphalt containing Sasobit state-of-the-art.” J. Constr. Build. Mater., 38, 530–553.
Kabir, M. S. (2008). “Effect of hydrated lime on the laboratory performance of superpave mixtures.” Ph.D. thesis, Khulna Univ. of Engineering and Technology, Bangladesh.
Kaloush, K. E., and Witczak, M. W. (2002). “Tertiary flow characteristics of asphalt mixtures.” J. Assoc. Asphalt Paving Technol., 71, 248–280.
Liu, S., Cao, W., Fang, J., and Shang, S. (2009). “Variance analysis and performance evaluation of different crumb rubber modified (CRM) asphalt.” J. Constr. Build. Mater., 23(7), 2701–2708.
Lu, X., and Isacsson, U. (1997). “Rheological characterization of styrene–butadiene–styrene copolymer modified bitumens.” J. Constr. Build. Mater., 11(1), 23–32.
Marasteanu, M. O., Li, X., Timothy, R. C., Voller, V. R., David, H. T., and Newcomb, D. E. (2004). “Low temperature cracking of asphalt concrete pavements.”, Minnesota Dept. of Transportation Office of Research Services, Center for Transportation Studies, Univ. of Minnesota, Minneapolis.
Monismith, C. L., Ogawa, N., and Freeme, C. (1975). “Permanent deformation characteristics of subgrade soils due to repeated loading.”, Transportation Research Board, Washington, DC, 1–17.
Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D., and Kennedy, T. W. (1996). “Hot mix asphalt materials, mixture design and construction.” NAPA Research and Education Foundation, Lanham, MD.
Witczak, M. W. (2007). “Specification criteria for simple performance tests for rutting.”, National Cooperative Highway Research Program, Washington, DC.
Xiao, F., Amirkhanian, S., and Juang, C. H. (2009). “Prediction of fatigue life of rubberized asphalt concrete mixtures containing reclaimed asphalt pavement using artificial neural networks.” J. Mater. Civ. Eng., 253–261.
Zaniewski, J. P., and Pumphrey, M. E. (2004). “Evaluation of performance graded asphalt binder equipment and testing protocol.” Asphalt Technology Program, Dept. of Civil and Environmental Engineering, Morgantown, WV.
Zelelew, H., Paugh, C., Corrigan, M., Belagutti, S., and Ramakrishnareddy, J. (2013). “Laboratory evaluation of the mechanical properties of plant-produced warm-mix asphalt mixtures.” Road Mater. Pavement, 14(1), 49–70.
Zhao, G. J., and Guo, P. (2012). “Workability of Sasobit warm mixture asphalt.” Energy Procedia, 16, 1230–1236.
Zhou, F., Scullion, T., and Sun, L. (2004). “Verification and modeling of three-stage permanent deformation behavior of asphalt mixes.” J. Transp. Eng., 486–494.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 10October 2015

History

Received: Jul 3, 2014
Accepted: Dec 1, 2014
Published online: Jan 20, 2015
Discussion open until: Jun 20, 2015
Published in print: Oct 1, 2015

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Authors

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Baha Vural Kök [email protected]
Associate Professor, Dept. of Civil Engineering, Fırat Univ., Elazığ 23169, Turkey (corresponding author). E-mail: [email protected]
Mustafa Akpolat [email protected]
Civil Engineer, Dept. of Civil Engineering, Fırat Univ., Elazığ 23169, Turkey. E-mail: [email protected]

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