Quantifying Weathering-Aging Test Parameters of High Viscosity–Modified Asphalt by Establishing a Conversion Relationship with Standard PAV Aging
Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 6
Abstract
The purpose of this study was to quantify the weathering-aging degree by establishing a conversion relationship with standard pressure-aging vessel (PAV) aging, thus guiding the selection of environmental parameters in the weathering-aging test. First, the orthogonal test was used to determine the most severe weathering-aging combination. Then the rheological property and chemical composition of high viscosity–modified asphalt (HVMA) after weathering-aging and standard PAV aging were investigated by dynamic shear rheometer (DSR), multiple stress creep recovery (MSCR), Fourier transform infrared spectroscopy (FTIR), and gel permeation chromatography (GPC) tests. Afterward, the radar figure was used to establish the conversion relationship between weathering aging and standard PAV aging. The results show that the most severe weathering-aging condition combination is 70°C, , and 70% relative humidity (RH). The molecules from the polymer, asphaltene, and maltene phase exhibit dynamic migration processes of molecular weight during aging, thus leading to the transition from a viscous component to an elastic component in HVMA. Compared with PAV aging, HVMA has more significant chemical changes during weathering aging due to the coupling effect of solar radiation and heat. Most of the performance changes of HVMA are similar in weathering aging and standard PAV aging except for functional groups and . The 4 days of weathering aging at 70°C, , and 70% RH shows the best accordance to the standard PAV aging.
Get full access to this article
View all available purchase options and get full access to this article.
Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
This work was supported by the National Natural Science Foundation of China (Grant Nos. 52178434 and 51878500).
References
AASHTO. 2002. Standard practice for accelerated aging of asphalt binder using a pressurized aging vessel (PAV). AASHTO R 28. Washington, DC: AASHTO.
AASHTO. 2005. Standard method of test for effect of heat and air on asphalt materials (thin-film oven test). AASHTO T 179. Washington, DC: AASHTO.
AASHTO. 2009. Standard method of test for multiple stress creep recovery (MSCR) test of asphalt binder using a dynamic shear rheometer (DSR). AASHTO TP 70-1. Washington, DC: AASHTO.
Araujo, M. D. A. D., V. D. C. Lins, V. M. D. Pasa, and L. F. M. Leite. 2013. “Weathering aging of modified asphalt binders.” Fuel Process. Technol. 115 (Nov): 19–25. https://doi.org/10.1016/j.fuproc.2013.03.029.
Bahia, H. U., D. Hanson, M. Zeng, H. Zhai, M. Khatri, and R. Anderson. 2001. Characterization of modified asphalt binders in superpave mix design. Washington, DC: Transportation Research Board.
Cai, J., C. Song, B. C. Zhou, Y. F. Tian, R. Li, J. P. Zhang, and J. Z. Pei. 2019. “Investigation on high-viscosity asphalt binder for permeable asphalt concrete with waste materials.” J. Cleaner Prod. 228 (Aug): 40–51. https://doi.org/10.1016/j.jclepro.2019.04.010.
Cao, Z. L., M. Z. Chen, J. Y. Yu, and X. B. Han. 2020. “Preparation and characterization of active rejuvenated SBS modified bitumen for the sustainable development of high-grade asphalt pavement.” J. Cleaner Prod. 273 (Nov): 123012. https://doi.org/10.1016/j.jclepro.2020.123012.
China Communications Press. 2011. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20-2011. Beijing: China Communications Press.
Daly, W. H., I. Negulescu, and S. S. Balamurugan. 2013. Implementation of GPC characterization of asphalt binders at Louisiana materials laboratory. Baton Rouge, LA: Dept. of Transportation and Development.
Grigg, M. N. 2006. “Thermo-oxidative degradation of polyamide 6.” Ph.D. thesis, Faculty of Science, Queensland Univ. of Technology.
Hossain, R., and N. M. Wasiuddin. 2019. “Evaluation of degradation of SBS modified asphalt binder because of RTFO, PAV, and UV aging using a novel extensional deformation test.” Transp. Res. Rec. 2673 (6): 447–457. https://doi.org/10.1177/0361198119847471.
Hosseinnezhad, S., A. M. Hung, M. Mousavi, B. K. Sharma, and E. Fini. 2020. “Resistance mechanisms of biomodified binders against ultraviolet exposure.” ACS Sustainable Chem. Eng. 8 (6): 2390–2398. https://doi.org/10.1021/acssuschemeng.9b05490.
Hu, M., D. Sun, Y. Zhang, F. Yu, T. Lu, G. Sun, and J. Ma. 2020a. “Evaluation of weathering aging on resistance of high viscosity modified asphalt to permanent deformation and fatigue damage.” Constr. Build. Mater. 264 (Dec): 120683. https://doi.org/10.1016/j.conbuildmat.2020.120683.
Hu, M., G. Sun, D. Sun, T. Lu, J. Ma, and Y. Deng. 2020b. “Accelerated weathering simulation on rheological properties and chemical structure of high viscosity modified asphalt-a temperature acceleration effect analysis.” Constr. Build. Mater. 268 (Jan): 121120. https://doi.org/10.1016/j.conbuildmat.2020.121120.
Li, M. L., F. Zeng, R. G. Xu, D. W. Cao, and J. Li. 2019. “Study on compatibility and rheological properties of high-viscosity modified asphalt prepared from low-grade asphalt.” Materials 12 (22): 3776. https://doi.org/10.3390/ma12223776.
Li, X., J. Shen, P. Shi, and H. Zhu. 2020. “Nonlinear modeling of nanoscaled properties of asphalt binders recovered from weathered asphalt mixtures.” J. Mater. Civ. Eng. 32 (1): 04019340. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002983.
Menapace, I., W. Yiming, and E. Masad. 2017. “Chemical analysis of surface and bulk of asphalt binders aged with accelerated weathering tester and standard aging methods.” Fuel 202 (Aug): 366–379. https://doi.org/10.1016/j.fuel.2017.04.042.
Mikhailenko, P., C. Kou, H. Baaj, L. Poulikakos, A. Cannone-Falchetto, J. Besamusca, and B. Hofko. 2019. “Comparison of ESEM and physical properties of virgin and laboratory aged asphalt binders.” Fuel 235 (Jan): 627–638. https://doi.org/10.1016/j.fuel.2018.08.052.
Ministry of Housing and Urban-Rural Construction of the People’s Republic of China. 2012. Technical specifications for permeable asphalt pavement. CJJ/T 190-2012. Beijing: Ministry of Housing and Urban-Rural Construction of the People’s Republic of China.
Mirwald, J., D. Maschauer, B. Hofko, and H. Grothe. 2020a. “Impact of reactive oxygen species on bitumen aging—The Viennese binder aging method.” Constr. Build. Mater. 257 (Oct): 119495. https://doi.org/10.1016/j.conbuildmat.2020.119495.
Mirwald, J., S. Werkovits, I. Camargo, D. Maschauer, B. Hofko, and H. Grothe. 2020b. “Investigating bitumen long-term-ageing in the laboratory by spectroscopic analysis of the SARA fractions.” Constr. Build. Mater. 258 (Oct): 119577. https://doi.org/10.1016/j.conbuildmat.2020.119577.
Statistics Bureau of the People’s Republic of China. 2017. China statistical yearbook. Beijing: China Statistics Press.
Sun, G., M. Hu, D. Sun, Y. Deng, J. Ma, and T. Lu. 2020. “Temperature induced self-healing capability transition phenomenon of bitumens.” Fuel 263 (Mar): 116698. https://doi.org/10.1016/j.fuel.2019.116698.
Wu, H., J. Yu, W. M. Song, J. F. Zou, Q. W. Song, and L. Zhou. 2020. “A critical state-of-the-art review of durability and functionality of open-graded friction course mixtures.” Constr. Build. Mater. 237 (Mar): 117759. https://doi.org/10.1016/j.conbuildmat.2019.117759.
Xiao, F. P., D. Newton, B. Putman, V. S. 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.
Yan, C., W. Huang, P. Lin, Y. Zhang, and Q. Lv. 2019. “Chemical and rheological evaluation of aging properties of high content SBS polymer modified asphalt.” Fuel 252 (Sep): 417–426. https://doi.org/10.1016/j.fuel.2019.04.022.
Yu, H. N., X. P. Bai, G. P. Qian, H. Wei, X. B. Gong, J. Jin, and Z. J. Li. 2019. “Impact of ultraviolet radiation on the aging properties of SBS-modified asphalt binders.” Polymers 11 (7): 1111. https://doi.org/10.3390/polym11071111.
Zeng, W., S. Wu, L. Pang, H. Chen, J. Hu, Y. Sun, and Z. Chen. 2018. “Research on ultra violet (UV) aging depth of asphalts.” Constr. Build. Mater. 160 (Jan): 620–627. https://doi.org/10.1016/j.conbuildmat.2017.11.047.
Zhang, F., C. B. Hu, and W. L. Zhuang. 2018a. “The research for low-temperature rheological properties and structural characteristics of high-viscosity modified asphalt.” J. Therm. Anal. Calorim. 131 (2): 1025–1034. https://doi.org/10.1007/s10973-017-6569-9.
Zhang, H. L., Z. H. Chen, G. Q. Xu, and C. J. Shi. 2018b. “Evaluation of aging behaviors of asphalt binders through different rheological indices.” Fuel 221 (Jun): 78–88. https://doi.org/10.1016/j.fuel.2018.02.087.
Information & Authors
Information
Published In
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Apr 10, 2021
Accepted: Oct 1, 2021
Published online: Mar 18, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 18, 2022
Authors
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
- Teng Wang, Wei Jiang, Chong Ruan, Jingjing Xiao, Dongdong Yuan, Wangjie Wu, Chengwei Xing, The rheological properties of high-viscosity modified reclaimed asphalt binder at multiple application temperatures, Construction and Building Materials, 10.1016/j.conbuildmat.2023.130758, 372, (130758), (2023).
- Pavel Bulanov, Evgenii Vdovin, Victor Stroganov, Lenar Mavliev, Igor Juravlev, Complex Modification of Bituminous Binders by Linear Styrene-Butadiene-Styrene Copolymer and Sulfur, Proceedings of STCCE 2022, 10.1007/978-3-031-14623-7_35, (405-413), (2022).