Abstract

Due to the ever-dwindling level of natural aggregate/asphalt resources and shrinking budgets for infrastructure assets management, engineers have been striving to incorporate more and more recycled asphalt pavement (RAP) materials into pavement maintenance and rehabilitation activities. One critical issue with using RAP is characterizing the actual dispersion characteristics of RAP in the mixture. This study addresses this issue through image analysis and a series of mixture performance tests, including the Marshall stability test, volumetric property test, wheel tracking test, three-point bending test, and freeze-thaw splitting test. The results showed that scanned images of asphalt mixture slices were effective in identifying the dispersion characteristics of the RAP in the mixture. An aggregate five pixels and an aggregate centroid distance of 55 pixels were proposed as the threshold for RAP dispersion, and the dispersion ratio was employed to evaluate the RAP dispersion characteristics of a mixture. With the extension of mixing time, the Marshall stability of the mixture increased but the air voids decreased, which then caused a decrease in the optimum asphalt content of the mixture. In addition, the rutting resistance and cracking resistance of the mixture were significantly improved, whereas the moisture susceptibility was slightly enhanced.

Get full access to this article

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

Acknowledgments

This research was financially supported by National Natural Science Foundation of China (51878075), Guangxi Traffic Science and Technology Project (Gui Jiao Ke 2013-100-28), and Guangxi Technical Plan Project (AC16380111). Any opinions, findings, and conclusions expressed in this article are those of the authors and do not necessarily reflect the views of the funding departments.

References

Bressi, S., A.-G. Dumont, and M. Pittet. 2015. “Cluster phenomenon and partial differential aging in RAP mixtures.” Constr. Build. Mater. 99: 288–297. https://doi.org/10.1016/j.conbuildmat.2015.09.024.
Bressi, S., M. Pittet, and A. G. Dumont. 2016. “A framework for characterizing RAP clustering in asphalt concrete mixtures.” Constr. Build. Mater. 106: 564–574. https://doi.org/10.1016/j.conbuildmat.2015.12.132.
Colbert, B., and Z. You. 2012. “The determination of mechanical performance of laboratory produced hot mix asphalt mixtures using controlled RAP and virgin aggregate size fractions.” Constr. Build. Mater. 26 (1): 655–662. https://doi.org/10.1016/j.conbuildmat.2011.06.068.
Copeland, A. 2011. Reclaimed asphalt pavement in asphalt mixtures: State of the practice. McLean, VA: Federal Highway Administration.
Ding, Y., B. Huang, X. Shu, Y. Zhang, and M. E. Woods. 2016. “Use of molecular dynamics to investigate diffusion between virgin and aged asphalt binders.” Fuel 174: 267–273. https://doi.org/10.1016/j.fuel.2016.02.022.
Dony, A., J. Colin, D. Bruneau, I. Drouadaine, and J. Navaro. 2013. “Reclaimed asphalt concretes with high recycling rates: Changes in reclaimed binder properties according to rejuvenating agent.” Constr. Build. Mater. 41: 175–181. https://doi.org/10.1016/j.conbuildmat.2012.11.031.
Gong, H., B. Huang, and X. Shu. 2018. “Field performance evaluation of asphalt mixtures containing high percentage of RAP using LTPP data.” Constr. Build. Mater. 176: 118–128. https://doi.org/10.1016/j.conbuildmat.2018.05.007.
Hassan, N. A., R. Khan, J. Raaberg, and D. L. Presti. 2015. “Effect of mixing time on reclaimed asphalt mixtures: An investigation by means of imaging techniques.” Constr. Build. Mater. 99: 54–61. https://doi.org/10.1016/j.conbuildmat.2015.09.009.
Highway Research Institute of the Transportation Department. 2004. Technical specifications for construction of highway asphalt pavements. JTG F40. Beijing: China Communications Press.
Highway Research Institute of the Transportation Department. 2008. Technical specifications for highway asphalt pavement recycling. JTG F41. Beijing: China Communications Press.
Highway Research Institute of the Transportation Department. 2011. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG F20. Beijing: China Communications Press.
Im, S., P. Karki, and F. Zhou. 2016. “Development of new mix design method for asphalt mixtures containing RAP and rejuvenators.” Constr. Build. Mater. 115: 727–734. https://doi.org/10.1016/j.conbuildmat.2016.04.081.
Khan, R., D. Lo Presti, and A. Collop. 2013. “Microstructural study of asphalt mixture containing reclaimed material.” Adv. Mater. 622–623: 206–209. https://doi.org/10.4028/www.scientific.net/AMR.622-623.206.
Kriz, P., D. L. Grant, B. A. Veloza, M. J. Gale, A. G. Blahey, J. H. Brownie, R. D. Shirts, and S. Maccarrone. 2014. “Blending and diffusion of reclaimed asphalt pavement and virgin asphalt binders.” Supplement, Road Mater. Pavement Des. 15 (S1): 78–112. https://doi.org/10.1080/14680629.2014.927411.
Lv, S., C. Liu, J. Zheng, Z. You, and L. You. 2018. “Viscoelastic fatigue damage properties of asphalt mixture with different aging degrees.” KSCE J. Civ. Eng. 22 (6): 2073–2081. https://doi.org/10.1007/s12205-018-1688-9.
Mogawer, W., T. Bennert, J. S. Daniel, R. Bonaquist, A. Austerman, and A. Booshehrian. 2012. “Performance characteristics of plant produced high RAP mixtures.” Supplement, Road Mater. Pavement Des. 13 (S1): 183. https://doi.org/10.1080/14680629.2012.657070.
Navaro, J., D. Bruneau, I. Drouadaine, J. Colin, A. Dony, and J. Cournet. 2012. “Observation and evaluation of the degree of blending of reclaimed asphalt concretes using microscopy image analysis.” Constr. Build. Mater. 37: 135–143. https://doi.org/10.1016/j.conbuildmat.2012.07.048.
Nguyen, V. H. 2009. “Effects of laboratory mixing methods and RAP materials on performance of hot recycled asphalt mixtures.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Nottingham.
Omranian, S. R., M. O. Hamzah, L. Gungat, and S. Y. Teh. 2018. “Evaluation of asphalt mixture behavior incorporating warm mix additives and reclaimed asphalt pavement.” J. Traffic Transp. Eng. (Engl. Ed.) 5 (3): 181–196. https://doi.org/10.1016/j.jtte.2017.08.003.
Rinaldini, E., P. Schuetz, M. N. Partl, G. Tebaldi, and L. D. Poulikakos. 2014. “Investigating the blending of reclaimed asphalt with virgin materials using rheology, electron microscopy and computer tomography.” Compos. Part B-Eng. 67: 579–587. https://doi.org/10.1016/j.compositesb.2014.07.025.
Shu, X., and B. Huang. 2014. “Recycling of waste tire rubber in asphalt and portland cement concrete: An overview.” Constr. Build. Mater. 67: 217–224. https://doi.org/10.1016/j.conbuildmat.2013.11.027.
Song, W., B. Huang, and X. Shu. 2018. “Influence of warm-mix asphalt technology and rejuvenator on performance of asphalt mixtures containing 50% reclaimed asphalt pavement.” J. Clean Prod. 192: 191–198. https://doi.org/10.1016/j.jclepro.2018.04.269.
Visintine, B., N. P. Khosla, and A. Tayebali. 2013. “Effects of higher percentage of recycled asphalt pavement on pavement performance.” Road Mater. Pavement Des. 14 (2): 432–437. https://doi.org/10.1080/14680629.2013.779310.
Zaumanis, M., and R. B. Mallick. 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. https://doi.org/10.1080/10298436.2014.893331.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 31Issue 9September 2019

History

Received: Sep 29, 2018
Accepted: Feb 7, 2019
Published online: Jun 17, 2019
Published in print: Sep 1, 2019
Discussion open until: Nov 17, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, 960, 2nd Section, Wanjiali Rd. S, Changsha, Hunan 410004, PR China (corresponding author). ORCID: https://orcid.org/0000-0002-6009-8316. Email: [email protected]
Master and Assistant Engineer, Guizhou Transportation Planning Survey and Design Academe Co. Ltd., No. 100 Yangguan Ave., Guanshan Lake District, Guiyang City, Guizhou Province 550000, China. Email: [email protected]
Master and Professor-Level Senior Engineer, Guangxi Communications Investment Technology Co. Ltd., No. 71 Anji Ave., XiXiangTang District, Nanning, Guangxi 530001, PR China. Email: [email protected]
Qiang Yan, Ph.D. [email protected]
Senior Engineer, Guangxi Communications Investment Technology Co. Ltd., No. 71 Anji Ave., XiXiangTang District, Nanning, Guangxi 530001, PR China. Email: [email protected]
Zhengrong Yu [email protected]
Master and Assistant Engineer, Hunan Communications Research Institute Co. Ltd., No. 472, Three Section of Furong Middle Rd., Changsha, Hunan 410004, PR China. Email: [email protected]
Undergraduate Student, School of Traffic and Transportation Engineering, Changsha Univ. of Science and Technology, 960, 2nd Section, Wanjiali Rd. S, Changsha, Hunan 410004, PR China. 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