Technical Papers
Nov 25, 2011

Investigation of Moisture Dissipation in Foam-Based Warm Mix Asphalt Using Synchrotron-Based X-Ray Microtomography

Publication: Journal of Materials in Civil Engineering
Volume 24, Issue 6

Abstract

Foam-based Warm Mix Asphalt (WMA) technologies decrease the viscosity of the asphalt so that it is workable during construction. However, after construction, viscosity increases rapidly as the foam disappears and temperature drops. During the process of dissipation of foam, depending on the environmental conditions, the moisture may not escape and may be trapped inside the mixture. This trapped moisture can cause detrimental failures by breaking the adhesive bonds between the aggregates and the asphalt binder (because of diffusion and freeze/thaw cycles). It is crucial to know how the moisture escapes from the asphalt mixture as the specimen cools down and foam disappears. In this research, dissipation of the moisture from foamed asphalt binders was directly measured and quantified by using a high-resolution synchrotron-based X-Ray Microtomography (XRM) system. Different foamed asphalt binders were instantly frozen by using liquid nitrogen at different times after the initial foaming. The 3D internal structure images of these specimens were acquired by using XRM available at the Argonne National Laboratory (ANL). These images were analyzed and the moisture dissipation processes in different types of asphalt binders were directly quantified. It was observed that the rate of moisture dissipation in high performance grade (PG) (stiff) binders was slower than that of low PG grade (soft) binders. It was also observed that the size distribution of moisture bubbles in the binders varied in different binders.

Get full access to this article

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

Acknowledgments

The specimens were scanned at the Advanced Photon Source (APS) of the Argonne National Laboratory (ANL). Use of the APS, an Office of Science User Facility operated for the U.S. Department of Energy (DOE) Office of Science by ANL, was supported by the U.S. DOE under Contract No. DE−AC02−06CH11357. The authors express their gratitude towards Dr. Denis Keane, the DND-CAT Director, for his help while scanning the images at APS. The authors extend their appreciation towards Prof. Hussain Bahia of the University of Wisconsin-Madison for providing access to the laboratory foaming device. The authors also thank Undergraduate Research Assistants; Adam Beach and Gerrit Littrup, for their help during sample preparation and scanning.

References

Anderson, D. A., et al. (1994). “Binder characterization and evaluation volume 3: Physical characterization.” SHRP-A-369 Strategic Highway Research Program National Research Council, Washington, D.C.
Arambula, E., Caro, S., and Masad, E. (2010). “Experimental measurement and numerical simulation of water vapor diffusion through asphalt pavement materials.” J. Mater. Civ. Eng.JMCEE7, 22(6), 588–598.
Austerman, A. J., Mogawer, W. S., and Bonaquist, R. (2009). “Evaluating the effects of warm mix asphalt technology additive dosages on the workability and durability of asphalt mixtures containing recycled asphalt pavement.” Transportation Research Record, 88th Transportation Research Board Annual Meeting.
Bowering, R. H. (1970). Upgrading Marginal Road Building Materials with Foamed Asphalt, Highway Engineering in Australia. Mobil Oil of Australia, Melbourne South Australia.
Brennen, M. T., Altschaeffl, A. G., and Wood, L. E. (1983). “Laboratory investigation of the use of foamed asphalt for recycled bituminous pavements.” Transportation Research Record No. 911, 80–87 Transportation Research Board, Washington, D.C.
Caro, S., Masad, E., Airey, G., Bhasin, A., and Little, D. (2008). “Probabilistic analysis of fracture in asphalt mixtures caused by moisture damage.” Transportation Research Record: Journal of the Transportation Research Board, Issue 2057, 28–36.
Cervarich, M. (2003). Cooling Down the Mix—New “Warm Mix Asphalt.” Technologies Developed in Europe, Hot Mix Asphalt Technology, National Asphalt Pavement Association, Lanham, MD, March/April, 13–16.
Clarke, A. R. (1976). “Foamed asphalt of crushed rock pavements.” Rep. 76.3, Mobil Oil of Australia, Melbourne South Australia.
D’Angelo, J., et al. (2008). “Warm mix asphalt: European practice.” FHWA report No.: FHWA-PL-08-007, Washington, DC.
de Groot, P., Bowen, C., Koenders, B., Stoker, D., Larsen, O., and Johansen, J. (2001). “A comparison of emissions from hot mixture and warm asphalt mixture production.” Proc., 14th IRF World Road Congress, International Road Federation (IRF), Geneva.
Diefenderfer, S., and Hearon, A. (2008). “Laboratory evaluation of a warm asphalt technology for use in virginia.” Rep. No. FHWA/VTRC 09-R11, VA Transportation Research Council, Charlottesville, VA.
Diefenderfer, S., McGhee, K., and Donaldson, B. (2007). “Installation of warm mix asphalt projects in virginia.” Final Rep. VTRC 07-R25, VA Transportation Research Council, Charlottesville, VA.
Engelbrecht, J. C., Roberts, F. L., and Kennedy, T. W. (1985). “Cold Recycled mixtures, with emphasis on the curing of foamed specimens—A laboratory study.” Annual Transportation Convention, Session- Maintanance of Transport Infrastructure, 350, Paper 7.
Hearon, A., and Diefenderfer, S. (2008). “Laboratory evaluation of warm asphalt properties and performance.” Proc., 2008 Airfield and Highway Pavements Conf., ASCE, Reston, VA, 182–194.
Hurley, G. (2006). “Evaluation of new technologies for use in warm mix asphalt.” M.Sc. thesis, Auburn Univ., Auburn, AL.
Hurley, G. C., and Prowell, B. D. (2006). “Evaluation of potential processes for use in warm mix asphalt.” J. Assoc. Asphalt Paving Technol.JAAPGG, 75, 41–90.
Jones, D., Barros, C., Harvey, J. T., Tsai, B., and Wu, R. (2010). “Preliminary results from the California warm-mix asphalt study.” Transportation Researh Record, 89th Transportation Research Board Annual Meeting.
Kim, Y., Lee, H., and Heitzman, M. (2006). “Validation of new mix design procedure for cold in-place recycling with foamed asphalt for Iowa dept. Of transportation.” Transportation Research Board (TRB) Annual Meeting CD-ROM.
Kristjánsdóttir, Ó. (2007). “Warm mix asphalt technology adoption.” NVF 33 Annual Meeting, Icelandic Road Administration, Iceland.
Kvasnak, A., and West, R. (2009). “Case study of warm mix asphalt moisture susceptibility in Birmingham.” Transportation Researh Record, 88th Transportation Research Board Annual Meeting.
Landis, E. N. and Keane, D. T. (2010). “X-ray microtomography.” Mater. Charact.MACHEX, 61(12), 1305–1316.
Larsen, O., Moen, Ø., Robertus, C., and Koenders, B. (2004). “WAM Foam asphalt production at lower operating temperatures as an environmental friendly alternative to HMA.” Proc., 3rd Eurasphalt and Eurobitume Conference, Book 1, Foundation Eurasphalt, Breukelen, Netherlands, 641–650.
Lee, D. Y. (1981). “Treating marginal aggregates and soils with foamed asphalt.” Assoc. of Asphalt Paving Technol.JAAPGG, 50, 211–250.
Powers, D. (2008). Internal Report on 2008 Foamed Asphalt WMA Projects, OH Dept. of Transportation, Columbus, OH.
Prowell, B., and Hurley, C. (2007). “Warm-mix asphalt: Best practices.” Presentation at 53rd NAPA Annual Meeting, National Asphalt Pavement Association (NAPA), Lanham, MD.
Prowell, B., Hurley, G., and Crews, E. (2007). “Field performance of warm mix asphalt at the NCAT test track.” Presented at the 86th Annual Meeting of the Transportation Research Board, Paper No. 07-2514, Washington, D.C.
Ruckel, P. J., Acott, S. M., and Bowering, R. H. (1982). “Foamed-asphalt paving mixtures: Preparation of design mixes and treatment of test specimens.” Transportation Research Record 911, Transportation Research Board, Washington, D.C., 88–95.
Smith, A. (2010). “Adverafi WMA zeolite. District 5 warm mix asphalt innovation project open house and WMA workshop.” web document url: 〈http://www.warmmixasphalt.com/submissions/82_20080629_Annette_Smith_Advera_Caltrans.pdf.〉 (June 6, 2011).
Wielinski, J., Hand, A., and Rausch, D. M. (2009). “Laboratory and field evaluations of foamed warm mix asphalt projects.” Transportation Researh Record, 88th Transportation Research Board Annual Meeting.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 24Issue 6June 2012
Pages: 674 - 683

History

Received: Mar 25, 2011
Accepted: Nov 23, 2011
Published online: Nov 25, 2011
Published in print: Jun 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

M. Emin Kutay, Ph.D. [email protected]
P.E.
Assistant Professor, Dept. of Civil & Environmental Engineering, Michigan State Univ., 3554 Engineering Blvd., East Lansing, MI 48824 (corresponding author). E-mail: [email protected]
Hande I. Ozturk [email protected]
Research Assistant, Dept. of Civil & Environmental Engineering, Michigan State Univ., 3546 Engineering Blvd., East Lansing, MI 48824. 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