Abstract

From the rheological behavior of bitumen, one can understand the physical properties of water-foamed bitumen used in warm mix asphalt. Previously, rheological behaviors of water-foamed bitumen such as apparent viscosity, agitation torque, and shear rate have not been well documented. The objectives of this study are as follows: (1) evaluating the accuracy of the cup-and-bob test with a dynamic shear rheometer to investigate the rheological behavior of water-foamed bitumen, (2) analyzing the rheological behavior of water-foamed bitumen at various temperatures, and (3) proposing an optimum water content that decreases the apparent viscosity and required agitation torque of water-foamed bitumen. Bitumen with various water contents (ranging from 0.0 to 3.0% bitumen content by mass) were prepared for rheological testing. The optimum water content at each of these foaming temperatures was determined based on the testing results. This study concludes that the current cup-and-bob test methods accurately describe the rheological behavior of water-foamed bitumen. Within the accepted water content range, the apparent viscosity and required agitation torque of water-foamed bitumen decrease more dramatically as water content increases.

Get full access to this article

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

Acknowledgments

The authors would like to thank the U.S. National Science Foundation (NSF), which established a grant for this research through SusChEM/Collaborative Research program (Award No. 1300286), enabling this study to be completed. Any opinions, findings, and conclusions expressed in this material are those of the authors and do not necessarily reflect the views of the National Science Foundation.

References

AASHTO. 2015. Standard method of test for determining the rheological properties of asphalt binder using a dynamic shear rheometer (DSR). AASHTO T315. West Conshohocken, PA: ASTM.
Abbas, A. R., and A. Ali. 2011. Mechanical properties of warm mix asphalt prepared using foamed asphalt binders. Washington, DC: Transportation Research Board.
Abdelhalim, M. A. K. 2012. “The rheological properties of different GNPs.” Lipids Health Dis. 11 (1): 14. https://doi.org/10.1186/1476-511X-11-14.
Ali, A., A. Abbas, M. Nazzal, A. Alhasan, A. Roy, and D. Powers. 2013. “Effect of temperature reduction, foaming water content, and aggregate moisture content on performance of foamed warm mix asphalt.” Constr. Build. Mater. 48 (11): 1058–1066. https://doi.org/10.1016/j.conbuildmat.2013.07.081.
Arega, Z. A., A. Bhasin, W. Li, D. E. Newcomb, and E. Arambula. 2013. “Characteristics of asphalt binders foamed in the laboratory to produce warm mix asphalt.” J. Mater. Civ. Eng. 26 (11): 04014078. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000981.
ASTM. 2008. Standard test method for viscosity determination of asphalt at elevated temperatures using a rotational viscometer. ASTM D4402. West Conshohocken, PA: ASTM.
Baumgardner, G., and J. D’Angelo. 2012. “Evaluation of new dynamic shear rheometer testing geometry for performance testing of crumb rubber-modified binder.” Transp. Res. Rec. 2293: 73–79. https://doi.org/10.3141/2293-09.
Dal Ben, M., and K. J. Jenkins. 2014. “Performance of cold recycling materials with foamed bitumen and increasing percentage of reclaimed asphalt pavement.” Road Mater. Pavement Des. 15 (2): 348–371. https://doi.org/10.1080/14680629.2013.872051.
El Sharkawy, S. A., A. H. Wahdan, and S. A. Galal. 2017. “Utilisation of warm-mix asphalt technology to improve bituminous mixtures containing reclaimed asphalt pavement.” Road Mater. Pavement Des. 18 (2): 477–506. https://doi.org/10.1080/14680629.2016.1162731.
Feng, Z.-G., W.-Y. Rao, C. Chen, B. Tian, X.-J. Li, P.-L. Li, and Q.-l. Guo. 2016. “Performance evaluation of bitumen modified with pyrolysis carbon black made from waste tyres.” Constr. Build. Mater. 111 (5): 495–501. https://doi.org/10.1016/j.conbuildmat.2016.02.143.
Gast, A. P., and A. W. Adamson. 1997. Physical chemistry of surfaces. New York: Wiley.
Hailesilassie, B. W., P. Schuetz, I. Jerjen, A. Bieder, M. Hugener, and M. N. Partl. 2014. “Evolution of bubble size distribution during foam bitumen formation and decay.” In Proc., 12th Int. Conf. on Asphalt Pavements, ISAP 2014. Raleigh, NC: CRC Press-Taylor & Francis Group.
Hasan, M. R. M., S. W. Goh, and Z. You. 2013. “Comparative study on the properties of WMA mixture using foamed admixture and free water system.” Constr. Build. Mater. 48 (11): 45–50.
Hasan, M. R. M., and Z. You. 2015. “Estimation of cumulative energy demand and green house gas emissions of ethanol foamed WMA using life cycle assessment analysis.” Constr. Build. Mater. 93 (9): 1117–1124. https://doi.org/10.1016/j.conbuildmat.2015.05.029.
Hasan, M. R. M., Z. You, and X. Yang. 2017a. “A comprehensive review of theory, development, and implementation of warm mix asphalt using foaming techniques.” Constr. Build. Mater. 152 (10): 115–133. https://doi.org/10.1016/j.conbuildmat.2017.06.135.
Hasan, M. R. M., Z. You, X. Yang, and P. A. Heiden. 2017b. “Quantification of physicochemical properties, activation energy, and temperature susceptibility of foamed asphalt binders.” Constr. Build. Mater. 153 (10): 557–568. https://doi.org/10.1016/j.conbuildmat.2017.07.123.
He, G.-P., and W.-G. Wong. 2006. “Decay properties of the foamed bitumens.” Constr. Build. Mater. 20 (10): 866–877. https://doi.org/10.1016/j.conbuildmat.2005.06.027.
Hung, S. S., F. Farshidi, D. Jones, and J. T. Harvey. 2015. “Comparison of concentric cylinder and parallel plate geometries for asphalt binder testing with a dynamic shear rheometer.” Transp. Res. Rec. 2505: 108–114. https://doi.org/10.3141/2505-14.
Hurley, G. C., and B. D. Prowell. 2006. “Evaluation of potential processes for use in warm mix asphalt.” J. Assoc. Asphalt Paving Technol. 75 (4), 41–90.
Hurley, G. C., B. D. Prowell, and A. N. Kvasnak. 2009. Michigan field trial of warm mix asphalt technologies: Construction summary. Auburn, AL : National Center for Asphalt Technology.
Kristjansdottir, O. 2006. Warm mix asphalt for cold weather paving. Seattle, WA: Univ. of Washington.
Lee, J.-S., and Y. Kim. 2014. “Performance-based moisture susceptibility evaluation of warm-mix asphalt concretes through laboratory tests.” Transp. Res. Rec. 2246: 17–28.
Liu, J., K. Yan, L. You, D. Ge, and Z. Wang. 2016. “Laboratory performance of warm mix asphalt binder containing polyphosphoric acid.” Constr. Build. Mater. 106 (3): 218–227. https://doi.org/10.1016/j.conbuildmat.2015.12.126.
Newcomb, D. E., E. Arambula, F. Yin, J. Zhang, A. Bhasin, W. Li, and Z. Arega. 2015. Properties of foamed asphalt for warm mix asphalt applications. Washington, DC: TRB’s National Cooperative Highway Research Program.
Nill, T., and A. Golalipour. 2015. “Investigation of suitable testing method for GTR modified asphalt binder.” In Proc., 2015 Rubberized Asphalt Rubber Conf. Washington, DC: Rubberized Asphalt Foundation.
Prowell, B. D., G. C. Hurley, and B. Frank. 2011. Warm-mix asphalt: Best practices. Lanham, MD: National Asphalt Pavement Association.
Pugh, R. 2005. “Experimental techniques for studying the structure of foams and froths.” Adv. Colloid Interface Sci. 114 (3): 239–251. https://doi.org/10.1016/j.cis.2004.08.005.
Rubio, M. C., G. Martínez, L. Baena, and F. Moreno. 2012. “Warm mix asphalt: An overview.” J. Cleaner Prod. 24 (5): 76–84. https://doi.org/10.1016/j.jclepro.2011.11.053.
Sangwai, J. S., D. N. Saraf, and S. K. Gupta. 2007. “Dynamic viscoelastic properties of free radical bulk polymerizing systems under near-isothermal and non-isothermal conditions.” Rheologica Acta 46 (4): 455–468. https://doi.org/10.1007/s00397-006-0140-0.
Schramm, G. 1994. A practical approach to rheology and rheometry. Karlsruhe, Germany: Haake.
Steffe, J. F. 1996. Rheological methods in food process engineering. East Lansing, MI: Freeman Press.
Teymourpour, P., A. J. Hanz, T. Mandal, H. U. Bahia, and S. J. Rizzutto. 2016. “Effect of parallel plate gap height on repeatability in DSR measurements of crumb-rubber modified binders.” J. Mater. Civ. Eng. 28 (8): 04016047. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001542.
Xiao, F., D. Newton, B. Putman, V. Punith, and S. N. Amirkhanian. 2013. “A long-term ultraviolet aging procedure on foamed WMA mixtures.” Mater. Struct. 46 (12): 1987–2001. https://doi.org/10.1617/s11527-013-0031-7.
Xiao, F., V. Punith, B. Putman, and S. N. Amirkhanian. 2011. “Utilization of foaming technology in warm-mix-asphalt mixtures containing moist aggregates.” J. Mater. Civ. Eng. 23 (9): 1328–1337. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000297.
Yin, F., E. Arambula, and D. E. Newcomb. 2015. “Effect of water content on binder foaming characteristics and foamed mixture properties.” Transp. Res. Rec. 2506: 1–7. https://doi.org/10.3141/2506-01.
Zhang, H., H. Zhang, N. Ke, J. Huang, and C. Zhu. 2015. “The effect of different nanomaterials on the long-term aging properties of bitumen.” Pet. Sci. Technol. 33 (4): 388–396. https://doi.org/10.1080/10916466.2014.986279.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 8August 2018

History

Received: Oct 11, 2017
Accepted: Jan 31, 2018
Published online: May 18, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 18, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate and Research Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. ORCID: https://orcid.org/0000-0002-6576-8200. Email: [email protected]
Zhanping You, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931 (corresponding author). Email: [email protected]
Lecturer, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, Australia; formerly, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. Email: [email protected]
Dongdong Ge [email protected]
Ph.D. Student and Teaching Assistant, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. Email: [email protected]
Associate Professor, School of Traffic and Transportation, Changsha Univ. of Science and Technology, Changsha 410004, P.R. China; formerly, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931. Email: [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