Technical Papers
Jul 16, 2014

Impact of Antistrip Additives on the Long-Term Aging Rheological Properties of Asphalt Binders

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 8

Abstract

Hydrated lime and liquid antistrip agents have long been used as an asphalt additive to improve resistance to moisture damage. Previous studies have shown that the addition of hydrated lime to asphalt binders reduced the aging propensity of asphalt by adsorbing naturally occurring oxidation catalysts or promoters from the asphalt binders. This study was conducted to evaluate the impact of lime and liquid antistrip on the long-term aging of five asphalt binders. The first part of the study evaluated the intermediate- and low-temperature rheological properties of these asphalt binders with no additive, blended with hydrated lime, and blended with liquid antistrip. The rheological properties of the binders were evaluated at the original and long-term aged stages. The second part of this effort evaluated the aging characteristics (e.g., G*sinδΔ, creep stiffness, and m-value) of the binders with and without the antistrip additives. The work in this study was designed to determine how the rheological properties of antistrip-treated asphalts vary with aging time when compared with untreated asphalts aged at temperatures in the pavement temperature range. An apparent question begging an answer is whether antistrip-treated asphalt ages to the same viscosity as an untreated asphalt when other rheological properties are similar. The test results indicated that hydrated lime stiffens the binders but it does not negatively impact their long-term aging characteristics. Therefore, lime-treated binders are expected to be stiffer than untreated and liquid-treated binders in their early life which increases their resistance to rutting but not too brittle in their later life to negatively impact their resistance to fatigue and thermal cracking.

Get full access to this article

View all available purchase options and get full access to this article.

References

AASHTO. (2009a). “Standard practice for grading or verifying the performance grade (PG) of an asphalt binder.”, Standard specifications for transportation materials and methods of sampling and testing, 29th Ed., Washington, DC.
AASHTO. (2009b). “Standard method of test for effect of heat and air on a moving film of asphalt.”, Standard specifications for transportation materials and methods of sampling and testing, 29th Ed., Washington, DC.
AASHTO. (2009c). “Determining the rheological properties of asphalt binder using the dynamic shear rheometer (DSR).”, Standard specifications for transportation materials and methods of sampling and testing, 29th Ed., Washington, DC.
AASHTO. (2009d). “Standard method of test for determining the flexural creep stiffness of asphalt binder using the bending beam rheometer (BBR).” 29th Ed., Standard specifications for transportation materials and methods of sampling and testing, Washington, DC.
AASHTO. (2012). “Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV).”, Standard specifications for transportation materials and methods of sampling and testing, 32nd Ed., Washington, DC.
Atud, T. J., Kanitpong, K., and Wilfung, M. (2007). “Laboratory evaluation of hydrated lime application process in asphaltic mixture for moisture damage and rutting resistance.” Transportation Research Board, Washington, DC.
Bruce, B. (1987). “Asphalt as a variable—Big timber test sections.” Proc., Assoc. Asphalt Paving Technol., 56, 688–710.
Hajj, E. Y., Manoharan, S., Tannoury, G., Sebaaly, P. E., and Morian, N. (2009). “Impact of lime application on raveling moisture sensitivity in HMA mixes.” Transportation Research Board, Washington, DC.
Hansen, K. R., McGennis, R. B., Prowell, B., and Stonex, A. (2000). “Current and future use of non-bituminous components of bituminous paving mixtures.”, Washington, DC.
Huang, S., Miknis, F., Schuster, W., Salmans, S., Farrar, M., and Boysen, R. (2011). “Rheological and chemical properties of hydrated lime and polyphosphoric acid—Modified asphalts with long-term aging.” J. Mater. Civ. Eng., 628–637.
Huang, S.-C., Petersen, C. J., Robertson, R. E., and Branthaver, J. F. (2002). “Effect of hydrated lime on long-term oxidative aging characteristics of asphalt.” Transportation Research Record 1810, Transportation Research Board, Washington, DC, 17–24.
Johansson, L., Branthaver, J. F., and Robertson, R. E. (1995). “A study of rheological properties of lime treated paving asphalts aged at 60°C in a pressure aging vessel.” Fuel Sci. Technol. Int., 13(10), 1317–1343.
Kanitpong, K., and Bahia, H. U. (2006). “Evaluation of HMA moisture damage in Wisconsin as it related to pavement performances.” Transportation Research Board, Washington, DC.
King, G., Bishara, S. W., and Fager, G. (2002). “Acid/base chemistry for asphalt modifiers.” J. Assoc. Asphalt Paving Technol., 71, 147–175.
Little, D., and Petersen, J. C. (2005). “Unique effects of hydrated lime filer on the performance-related properties of asphalt cements: Physical and chemical interactions revisited.” J. Mater. Civ. Eng., 207–218.
Lu, Q., and Harvey, J. T. (2006). “Laboratory evaluation of long-term effectiveness of anti-stripping additives.” Transportation Research Board, Washington, DC.
McGennis, R. B., Kennedy, T. W., and Machemehl, R. B. (1984). “Stripping and moisture damage in asphalt mixtures.” Center for Transportation Research, Bureau of Engineering Research, Univ. of Texas at Austin., Austin, TX.
Oliver, J. W. H. (1995). “Results of road trials of two asphalt antioxidants.” Transportation Research Record 1488, Transportation Research Board, National Research Council, Washington, DC, 96–102.
Petersen, J. C., Plancher, H., and Harnsberger, P. M. (1987). “Lime treatment of asphalt to reduce age hardening and improve flow properties.” Proc. Assoc. Asphalt Paving Technol., 56, 632–653.
Peterson, J. C. (1988). “Lime-treated pavements offer increased durability.” Roads Bridges, 26(1), 85–87.
Peterson, J. C. (2009). “A review of the fundamental of asphalt oxidation: Chemical, physicochemical, physical property, and durability relationships.” Transportation Research Circular E-C140, Washington, DC.
Plancher, H., Green, E. L., and Petersen, J. C. (1976). “Reduction of oxidative hardening of asphalts by treatment with hydrated lime—A mechanic study.” Proc. Assoc. Asphalt Paving Technol., 45, 1–24.
Sebaaly, P., Hajj, E., Little, D., Shivakolunthar, S., Sathanathan, T., and Vasconcelos, K. (2010). Evaluating the impact of lime on pavement performance, National Lime Association, Arlington, VA.
Western Research Institute for the National Lime Association. (1989). “Evaluation of asphalts recovered from hydrated lime-treated Montana and Georgia pavements.” Laramie, WY.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 8August 2015

History

Received: Sep 19, 2013
Accepted: Apr 16, 2014
Published online: Jul 16, 2014
Discussion open until: Dec 16, 2014
Published in print: Aug 1, 2015

Permissions

Request permissions for this article.

Authors

Affiliations

Mena I. Souliman [email protected]
Postdoctoral Scholar, Dept. of Civil and Environmental Engineering, Univ. of Nevada Reno/MS257, Reno, NV 89557 (corresponding author). E-mail: [email protected]
Elie Y. Hajj, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada Reno/MS257, Reno, NV 89557. E-mail: [email protected]
Peter E. Sebaaly, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada Reno/MS257, Reno, NV 89557. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share