Technical Papers
Jul 15, 2015

Effects of WMA Technologies on Asphalt Binder Blending

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 2

Abstract

Because of environmental and economical benefits, the paving industry has made attempts to incorporate recycled asphalt pavement (RAP) or recycled asphalt shingle (RAS) into warm mix asphalt (WMA). However, the low temperatures at which WMA is produced may affect the virgin-recycled binder blending in RAP/RAS mixtures. In this study, a lab testing procedure was developed to evaluate the effects of WMA technologies on binder blending. The results from the study showed that WMA additives, including sasobit, rediset, cecabase, and evotherm, slightly decreased the viscosity of the asphalt binder at 135°C. However, control binder tested at 165°C showed significantly lower viscosity than WMA binders. This may raise the concern over workability of nonfoaming WMA mix. WMA additives yielded higher blending ratio than control mix produced at 135°C, but hot mix asphalt (HMA) produced at 165°C still showed the highest blending ratio value. This indicates that a concern still exists over asphalt blending even if WMA additives are used. Foaming technology yielded a higher blending ratio, indicating that foamed WMA may yield a higher blending than regular HMA. It was also found that temperature is critical to blending in RAS mixture. Finally, the mix produced with coarse virgin aggregates and medium RAP may not be sensitive enough to test the effect of WMA additives on blending, whereas the mix with medium virgin aggregates and fine RAP was more effective.

Get full access to this article

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

References

Bowers, B. F., Huang, B., Shu, X., and Miller, B. C. (2014a). “Investigation of reclaimed asphalt pavement blending efficiency through GPC and FTIR.” Constr. Build. Mater., 50, 517–523.
Bowers, B. F., Moore, J., Huang, B., and Shu, X. (2014b). “Blending efficiency of Reclaimed Asphalt Pavement: An approach utilizing rheological properties and molecular weight distributions.” Fuel, 135, 63–68.
Buss, A., Cascione, A., and Christopher Williams, R. (2014). “Evaluation of warm mix asphalt containing recycled asphalt shingles.” Constr. Build. Mater., 61, 1–9.
D’Angelo, J., et al. (2007). “Warm-mix asphalt: European practice.”, Federal Highway Administration, Washington, DC.
Doyle, J. D., Mejias-Santiago, M., Brown, E., and Howard, I. L. (2011). “Performance of high RAP-WMA surface mixtures.” J. Assoc. Asphalt Paving Technol., 80, 419–458.
Gaitan, L. (2012). “Evaluation of the degree of blending of reclaimed asphalt pavement (RAP) binder for warm mix asphalt.” Master thesis, Rowan Univ., Glassboro, NJ.
Huang, B., Li, G., Vukosavljevic, D., Shu, X., and Egan, B. K. (2005). “Laboratory investigation of mixing hot-mix asphalt with reclaimed asphalt pavement.”, Transportation Research Board, Washington, DC, 37–45.
Jamshidi, A., Hamzah, M. O., and You, Z. (2013). “Performance of warm mix asphalt containing Sasobit®: State-of-the-art.” Constr. Build. Mater., 38, 530–553.
Johnson, E., Johnson, G., Dai, S., Linell, D., McGraw, J., and Watson, M. (2010). “Incorporation of recycled asphalt shingles in hot mixed asphalt pavement mixtures.” Minnesota Dept. of Transportation, St. Paul, MN.
Kheradmand, B., Muniandy, R., Hua, L. T., Yunus, R. B., and Solouki, A. (2014). “An overview of the emerging warm mix asphalt technology.” Int. J. Pavement Eng., 15(1), 79–94.
Kriz, P., et al. (2014). “Blending and diffusion of reclaimed asphalt pavement and virgin asphalt binders.” Road Mater. Pavement Des., 15(1), 78–112.
Middleton, B., and Forfylow, R. W. B. (2009). “Evaluation of warm-mix asphalt produced with the double barrel green process.”, Transportation Research Board, Washington, DC, 19–26.
Mogawer, W. S., Austerman, A. J., Bonaquist, R., and Roussel, M. (2011). “Performance characteristics of thin-lift overlay mixtures.”, Transportation Research Board, Washington, DC, 17–25.
Nahar, S. N., Mohajeri, M., Schmets, A. J. M., Scarpas, A., van de Ven, M. F. C., and Schitter, G. (2013). “First observation of the blending zone morphology at the interface of reclaimed asphalt binder and virgin bitumen.”, Transportation Research Board, Washington, DC, 1–9.
Nazzal, M. D., Mogawer, W., Kaya, S., and Bennert, T. (2014). “Multiscale evaluation of the composite asphalt binder in high-reclaimed asphalt pavement mixtures.” J. Mater. Civ. Eng., 04014019.
Rubio, M. C., Martínez, G., Baena, L., and Moreno, F. (2012). “Warm mix asphalt: An overview.” J. Cleaner Prod., 24, 76–84.
Shirodkar, P., et al. (2011). “A study to determine the degree of partial blending of reclaimed asphalt pavement (RAP) binder for high RAP hot mix asphalt.” Constr. Build. Mater., 25(1), 150–155.
Shu, X., Huang, B., Shrum, E. D., and Jia, X. (2012). “Laboratory evaluation of moisture susceptibility of foamed warm mix asphalt containing high percentages of RAP.” Constr. Build. Mater., 35, 125–130.
Xiao, F., Punith, V. S., and Amirkhanian, S. N. (2012). “Effects of non-foaming WMA additives on asphalt binders at high performance temperatures.” Fuel, 94, 144–155.
Xiao, F., Punith, V. S., Putman, B., and Amirkhanian, S. N. (2011). “Utilization of foaming technology in warm-mix-asphalt mixtures containing moist aggregates.” J. Mater. Civ. Eng., 1328–1337.
Zaumanis, M., and Mallick, R. B. (2015). “Review of very high-content reclaimed asphalt use in plant-produced pavements: State of the art.” Int. J. Pavement Eng., 16(1), 39–55.
Zhao, S., Bowers, B., Huang, B., and Shu, X. (2014a). “Characterizing rheological properties of binder and blending efficiency of asphalt paving mixtures containing RAS through GPC.” J. Mater. Civ. Eng., 941–946.
Zhao, S., Huang, B., Shu, X., Jia, X., and Woods, M. (2012). “Laboratory performance evaluation of warm-mix asphalt containing high percentages of reclaimed asphalt pavement.”, Transportation Research Board, Washington, DC, 98–105.
Zhao, S., Huang, B., Shu, X., and Woods, M. (2013). “Comparative evaluation of warm mix asphalt containing high percentages of reclaimed asphalt pavement.” Constr. Build. Mater., 44, 92–100.
Zhao, S., Nahar, S. N., Huang, B., Schmets, A. J. M., and Scarpas, A. (2014b). “Characterizing blending efficiency of recycled asphalt shingle (RAS) and virgin binder.” 51st Petersen Asphalt Research Conf., Laramie, WY.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 2February 2016

History

Received: Nov 5, 2014
Accepted: May 19, 2015
Published online: Jul 15, 2015
Discussion open until: Dec 15, 2015
Published in print: Feb 1, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

Research Associate, Center for Environmentally Sustainable Transportation in Cold Climates, Univ. of Alaska Fairbanks, Fairbanks, AK 99775. E-mail: [email protected]
Baoshan Huang, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996 (corresponding author). E-mail: [email protected]
Xiang Shu, A.M.ASCE [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Jason Moore [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, Knoxville, TN 37996. E-mail: [email protected]
Benjamin Bowers [email protected]
Research Scientist, Virginia Center for Transportation Innovation and Research, 530 Edgemont Rd., Charlottesville, VA 22903. 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