TECHNICAL NOTES
Apr 1, 2008

Laboratory Evaluation of SBS Modified Bituminous Paving Mix

Publication: Journal of Materials in Civil Engineering
Volume 20, Issue 4

Abstract

This paper presents the laboratory investigations carried out to determine the various engineering properties such as physical properties of asphalt cement and (polymer modified asphalt binder) PMAB with (styrene-butadiene-styrene triblock copolymer) SBS, Marshall properties using modified Marshall method, static indirect tensile strength at different temperatures, tensile strength ratio, and resilient modulus ratio for asphalt concrete (AC) and polymer modified asphalt concrete mixes (PMAC) with SBS. The temperature susceptibility of PMAB-SBS is lower than asphalt cement. Marshall stability and flow values of PMAC mix are higher when compared to AC mix at optimum binder content. The static indirect tensile strength values for PMAC mixes were higher when compared to AC mixes at different temperatures. Moisture susceptibility of PMAC mixes is low when compared to AC mixes.

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Acknowledgments

The writers wish to acknowledge M/s Hindustan-Colas Limited Tamil Nadu for supplying the polymer modified asphalt binder for laboratory experiments to Bangalore University.

References

AASHTO. (1989). “Resistance of compacted bituminous mixture to moisture induced damage.” No. T 283.
ASTM. (1996a). “Resistance to plastic flow of bituminous mixtures using Marshall apparatus.” D 5581, West Conshohocken, Pa., 4.
ASTM. (1996b). “Standard test method for indirect tension test for resilient modulus of bituminous mixtures.” D 4123, West Conshohocken, Pa., 4.03(4).
Bureau of Indian Standards. (1992). “Requirements for paving bitumen type 1.” IS:73, New Delhi, India.
Indian Road Congress (IRC). (2002). “Tentative guide lines on use of polymer and rubber modified bitumen in road construction.” SP: 53, New Delhi, India.
Isacsson, U., and Lu, X. (1995). “Testing and appraisal of polymer modified road bitumens—State of the art.” Mater. Struct., 28, 139–159.
Jain, P. K., Sangita, Bose, S., and Arya, I. R. (1992). “Characterization of polymer modified asphalt binders for roads and airfields.” STP No. 1108, American Society of Testing and Materials (ASTM), Philadelphia, 341–355.
Lu, X., Isacsson, U., and Ekblad, J. (1999). “Phase separation of SBS polymer modified bitumens.” J. Mater. Civ. Eng., 11(1), 51–57.
McLeod, N. W. (1976). “Asphalt cements: Penetration-viscosity number and its application to moduli of stiffness.” ASTM Journal of Testing and Evaluation, Vol. 4(4).
Ministry of Road Transport and Highways (MoRT&H). (2001). Specification of road and bridge works, 3rd revision, Government of India, Indian Roads Congress, New Delhi, India.
Palit, S. K., Sudhakar Reddy, K., and Pandey, B. B. (2001). “Evaluation of bituminous mixtures using modified Marshall compaction technique.” No. 65, Highway Research Bulletin, Indian Road Congress (IRC), 51–62.
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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 20Issue 4April 2008
Pages: 327 - 330

History

Received: Dec 13, 2005
Accepted: Mar 9, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

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Notes

Note. Associate Editor: Louay N. Mohammad

Authors

Affiliations

S. S. Awanti
Professor of Civil Engineering, Dept. of Civil Engineering, P.D.A. College of Engineering, Gulbarga 585102, India. E-mail: [email protected]
M. S. Amarnath
Professor of Civil Engineering, Dept. of Civil Engineering, Bangalore Univ., Bangalore 560056, India. E-mail: [email protected]
A. Veeraragavan
Professor and Head, Transportation Engineering Division, Dept. of Civil Engineering, Indian Institute of Technology, Madras Chennai 600036, India. E-mail: [email protected]

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