Technical Papers
Dec 28, 2017

Effect of Steam Aging on Performance-Related Properties of Hot Asphalt Mixture

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 3

Abstract

This study presents a new laboratory technique for binder aging by using a steam cooker. This new technique is used to study the effect of steam and heat on asphalt during storage and asphalt pavement during its service life. Five steam-aging durations (0, 15, 30, 45, 60, and 75 min) with four steam-aging stages at diffrent pressures and temperatures for each stage are selected to investigate the physical and rheological properties of steam-aged asphalt binders. The steam-aged asphalt binders are subjected to a short-term aging process by means of a rolling thin-film oven test (RTFOT) in order to investigate the influence of aging on steam-aged asphalt binder properties after aging. Bituminous binder properties are investigated by both physical and rheological methods. Tensile strength tests were used to select the suitable stage for the research. In general, the physical test results demonstrate prominent increments in softening point and viscosity, and decrements in penetration for steam-aged binders compared with nonaged binders. This study adopts a time-sweep (TS) test method to study the fatigue phenomenon under a control strain mode using a dynamic shear rheometer (DSR). Fatigue life of asphalt binders is defined using the traditional approach based on number of cycles required to cause to cause failure and reduction in stiffness. Temperature-sweep tests using a dynamic shear rheometer (DSR) are used to predict the asphalt grade after aging. Indirect tensile tests are done to study the effect of aging/moisture on the performance of asphalt mixtures. The main objectives of the study are to study the effect of pressure and temperature on asphalt binders by using new technique and to determine the sensitivity of steam-aging (LPSA) on asphalt binders and mixtures.

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Acknowledgments

The author would like to thank the Iraqi government for their support, Al-Mustansiriyah University and UPM Universiti, Department of Civil Engineering, and all the technicians working in the Highway and Transportation Laboratory for the support for the work contained in this study.

References

AASHTO. (2014). “Standard method of test for resistance of compacted asphalt mixtures to moisture-induced damage.” AASHTO T283, Washington, DC.
Abbas, A., Choj, B. C., Masad, E., and Papagiannakis, T. (2002). “The influence of laboratory aging method on the rheological properties of asphalt binders.” J. Test. Eval., 30(2), 171–176.
ASTM. (1989). “Standard test method for resistance to plastic flow of bituminous mixtures using marshall apparatus.” ASTM D1559, West Conshohocken, PA.
ASTM. (2017). “Standard test method for bulk specific gravity and density of non-absorptive compacted asphalt mixtures.” ASTM D2726, West Conshohocken, PA.
Li, X., Zofka, A., Marasteanu, M., and Clyne, T. R. (2006). “Evaluation of field aging effects on asphalt binder.” Road Master Pavement Des., 7(1), 57–73.
Lu, X., and Isacsson, U. (1998). “Chemical and rheological evaluation of aging properties of SBS polymer modified bitumens.” Fuel, 77(9–10), 961–972.
Lu, X., and Isacsson, U. (2002). “Effect of aging on bitumen chemistry and rheology.” Constr. Build. Mater., 16(1), 15–22.
Lu, X., Talon, Y., and Redelius, P. (2008). “Ageing of bituminous binders—Laboratory tests and field data.” 4th Eurasphalt and Eurobitume Congress, Copenhagen, Denmark.
Vassiliev, N. Y., Davison, R. R., and Glover, C. J. (2002). “Development of a stirred air flow test procedure for short-term aging of asphaltic materials.” Transp. Res. Rec., 1810, 25–32.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 3March 2018

History

Received: Dec 5, 2016
Accepted: Aug 16, 2017
Published online: Dec 28, 2017
Published in print: Mar 1, 2018
Discussion open until: May 28, 2018

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Authors

Affiliations

Rana. A. Yousif, Ph.D., M.ASCE [email protected]
Dept. of Highway and Transportation Engineering, Al-Mustansiriyah Univ., 10053 Baghdad, Iraq; Ph.D. Candidate, Dept. of Civil Engineering, Univ. Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia (corresponding author). E-mail: [email protected]; [email protected]
Ratnasamy Muniandy, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Univ. Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia. E-mail: [email protected]
Salihudin Hassim [email protected]
Assistant Professor, Dept. of Civil Engineering, Univ. Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia. E-mail: [email protected]
Fauzan Jakarni, Ph.D. [email protected]
Lecturer, Dept. of Civil Engineering, Univ. Putra Malaysia, 43400 UPM, Serdang, Selangor, Malaysia. E-mail: [email protected]

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