Technical Papers
Jun 21, 2024

Low-Temperature Performance of Acrylonitrile-Butadiene-Styrene and Crumb Rubber Compound–Modified Asphalt Activated by Waste Cooking Oil Surface Treatment

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 9

Abstract

Compound modified asphalt with waste plastic and crumb rubber can enhance the application of crumb rubber–modified asphalt (CRMA) in engineering, and enable the recycling of waste resources. In this study, waste cooking oil (WCO) was used to activate crumb rubber and acrylonitrile-butadiene-styrene (ABS) to obtain crumb rubber–modified asphalt with excellent storage stability and low viscosity. The viscosity and storage stability of crumb rubber–modified asphalt were tested by rotational viscosity test and cigar tube test. The force ductility test and bending beam rheological (BBR) test were used to evaluate the low-temperature performance of different crumb rubber–modified asphalt samples. The effect of the addition of waste cooking oil and acrylonitrile-butadiene-styrene on the low-temperature performance of crumb rubber–modified asphalt was explored by using the Burgers model fitting parameters and the ΔTc value between the limit temperature of the critical low-temperature performance grade. The test results showed that cooking oil reduces the rotational viscosity of crumb rubber–modified asphalt, and acrylonitrile-butadiene-styrene enhances its storage stability. When the acrylonitrile-butadiene-styrene and waste cooking oil contents reached 4% and 3%, respectively, the rotational viscosity and separation index values of crumb rubber–modified asphalt decreased by 11.2% and 49.8%, respectively. Waste cooking oil notably enhanced the crumb rubber–modified asphalt’s ductility, particularly in the case of crumb rubber–modified asphalt compounded with 4% acrylonitrile-butadiene-styrene and 3% waste cooking oil, exhibiting the longest ductility and the highest toughness value, which were 85% and 75.6% higher than the original crumb rubber–modified asphalt, respectively. Insights from Burgers model parameters and ΔTc values revealed that waste cooking oil improves CRMA’s stress relaxation ability and reduces its critical low temperature, and acrylonitrile-butadiene-styrene has no adverse impact on CRMA’s resistance to low-temperature thermal cracking. Fourier transform infrared spectroscopy (FTIR) test results demonstrated that the addition of acrylonitrile-butadiene-styrene does not lead to a chemical reaction with crumb rubber–modified asphalt.

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Data Availability Statement

All the data and models used and generated in the research process appear in the published article.

Acknowledgments

The authors gratefully acknowledge the financial support from the Shanxi Provincial Expressway Group Co., Ltd., Technology Innovation Project (2023-1-1), the Science and Technology Project of Shanxi Provincial Department of Transportation (No. 2022-02-01, 2020-1-6), and the Science and Technology Project of Shanxi Communications Holding Group Co., Ltd. (2022-JKKJ-18).

References

AASHTO. 2019. Standard method of test for viscosity determination of asphalt binder using rotational viscometer. AASHTO T316. Washington, DC: AASHTO.
Aflaki, S., P. Hajikarimi, E. H. Fini, and B. Zada. 2014. “Comparing effects of biobinder with other asphalt modifiers on low-temperature characteristics of asphalt.” J. Mater. Civ. Eng. 26 (3): 429–439. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000835.
Al-Khateeb, G. G., and K. Z. Ramadan. 2015. “Investigation of the effect of rubber on rheological properties of asphalt binders using Superpave DSR.” KSCE J. Civ. Eng. 19 (Jan): 127–135. https://doi.org/10.1007/s12205-012-0629-2.
Anderson, R. M., G. N. King, D. I. Hanson, and P. B. Blankenship. 2011. “Evaluation of the relationship between asphalt binder properties and non-load related cracking.” J. Assoc. Asphalt Paving Technol. 80 (Apr): 615–663.
Arnold, J., T. Watson, S. Alston, M. Carnie, and C. Glover. 2010. “The use of FTIR mapping to assess phase distribution in mixed and recycled WEEE plastics.” Polym. Test. 29 (4): 459–470. https://doi.org/10.1016/j.polymertesting.2010.02.006.
ASTM. 2005. Standard practice for determining the separation tendency of polymer from polymer modified asphalt. ASTM D7173. West Conshohocken, PA: ASTM.
ASTM. 2015a. Standard test method for penetration of bituminous materials. ASTM D5. West Conshohocken, PA: ASTM.
ASTM. 2015b. Standard test method for softening point of bitumen (ring-and-ball apparatus). ASTM D36. West Conshohocken, PA: ASTM.
Balart, R., J. Lopez, D. García, and M. D. Salvador. 2005. “Recycling of ABS and PC from electrical and electronic waste: Effect of miscibility and previous degradation on final performance of industrial blends.” Eur. Polym. J. 41 (9): 2150–2160. https://doi.org/10.1016/j.eurpolymj.2005.04.001.
Chen, Z., J. Pei, T. Wang, and S. Amirkhanian. 2019a. “High temperature rheological characteristics of activated crumb rubber modified asphalts.” Constr. Build. Mater. 194 (Jan): 122–131. https://doi.org/10.1016/j.conbuildmat.2018.10.223.
Chen, Z., T. Wang, J. Pei, S. Amirkhanian, F. Xiao, Q. Ye, and Z. Fan. 2019b. “Low temperature and fatigue characteristics of treated crumb rubber modified asphalt after a long term aging procedure.” J. Cleaner Prod. 234 (Mar): 1262–1274. https://doi.org/10.1016/j.jclepro.2019.06.147.
Chinese Standard. 2011. Standard test methods of bitumen and bituminous mixtures for highway engineering. JTG E20-2011. Beijing: Research Institute of Highway Ministry of Transport.
Christensen, D., D. Mensching, G. Rowe, R. M. Anderson, A. Hanz, G. Reinke, and D. Anderson. 2019. Past, present, and future of asphalt binder rheological parameters: Synopsis of 2017 Technical Session 307 at the 96th annual meeting of the Transportation Research Board. Washington, DC: Transportation Research Board.
Colbert, B. W. 2012. The performance and modification of recycled electronic waste plastics for the improvement of asphalt pavement materials. Houghton, MI: Michigan Technological Univ.
Costa, L., H. M. Silva, J. R. Oliveira, and S. R. Fernandes. 2013. “Incorporation of waste plastic in asphalt binders to improve their performance in the pavement.” Int. J. Pavement Res. Technol. 6 (4): 457. https://doi.org/10.6135/ijprt.org.tw/2013.6(4).457.
Diab, A., M. Enieb, and D. Singh. 2019. “Influence of aging on properties of polymer-modified asphalt.” Constr. Build. Mater. 196 (May): 54–65. https://doi.org/10.1016/j.conbuildmat.2018.11.105.
Fang, C., X. Qiao, R. Yu, X. Yu, J. Liu, J. Yu, and R. Xia. 2016. “Influence of modification process parameters on the properties of crumb rubber/EVA modified asphalt.” J. Appl. Polym. Sci. 133 (27): 43598. https://doi.org/10.1002/app.43598.
Feng, X., H. Liang, and Z. Dai. 2022. “Rheological properties and microscopic mechanism of waste cooking oil activated waste crumb rubber modified asphalt.” J. Road Eng. 2 (4): 357–368. https://doi.org/10.1016/j.jreng.2022.09.001.
Fini, E. H., S. Hosseinnezhad, D. Oldham, Z. Mclaughlin, Z. Alavi, and J. Harvey. 2019. “Bio-modification of rubberised asphalt binder to enhance its performance.” Int. J. Pavement Eng. 20 (10): 1216–1225. https://doi.org/10.1080/10298436.2017.1398548.
Foroutan Mirhosseini, A., A. Kavussi, S. A. Tahami, and S. Dessouky. 2018. “Characterizing temperature performance of bio-modified binders containing RAP binder.” J. Mater. Civ. Eng. 30 (8): 04018176. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002373.
Fu, Y., L. Zhang, Y. Tan, and D. Meng. 2016. “Low-temperature properties evaluation index of rubber asphalt.” In Functional pavement design, 129–138. Boca Raton, FL: CRC Press.
Ghavibazoo, A., and M. Abdelrahman. 2014. “Effect of crumb rubber dissolution on low-temperature performance and aging of asphalt–rubber binder.” Transp. Res. Rec. 2445 (1): 47–55. https://doi.org/10.3141/2445-06.
GZAR DOT (Guangxi Zhuang Autonomous Region DOT). 2014. Technical specification for construction of asphalt rubber pavement. Beijing: GZAR DOT.
Hasan, M. R. M., B. Colbert, Z. You, A. Jamshidi, P. A. Heiden, and M. O. Hamzah. 2016. “A simple treatment of electronic-waste plastics to produce asphalt binder additives with improved properties.” Constr. Build. Mater. 110 (Jun): 79–88. https://doi.org/10.1016/j.conbuildmat.2016.02.017.
Hosseinnezhad, S., S. F. Kabir, D. Oldham, M. Mousavi, and E. H. Fini. 2019. “Surface functionalization of rubber particles to reduce phase separation in rubberized asphalt for sustainable construction.” J. Cleaner Prod. 225 (Jul): 82–89. https://doi.org/10.1016/j.jclepro.2019.03.219.
Im, S., Y.-R. Kim, and H. Ban. 2013. “Rate-and temperature-dependent fracture characteristics of asphaltic paving mixtures.” J. Test. Eval. 41 (2): 257–268. https://doi.org/10.1520/JTE20120174.
Kabir, S. F., S. Sukumaran, S. Moghtadernejad, E. Barjasteh, and E. H. Fini. 2021. “End of life plastics to enhance sustainability of pavement construction utilizing a hybrid treatment of bio-oil and carbon coating.” Constr. Build. Mater. 278 (Apr): 122444. https://doi.org/10.1016/j.conbuildmat.2021.122444.
Kong, P., G. Xu, J. Yang, X. Chen, and Y. Zhu. 2021. “Study on storage stability of activated reclaimed rubber powder modified asphalt.” Materials 14 (16): 4684. https://doi.org/10.3390/ma14164684.
Ku, S., M. Ruhaifi, S. Fatin, M. Saffana, S. Das, and J. Kamsiah. 2014. “The harmful effects of consumption of repeatedly heated edible oils: A short review.” Clin. Terapeutica 165 (4): 217–221. https://doi.org/10.7417/ct.2014.1737.
Lei, Y., H. Wang, E. H. Fini, Z. You, X. Yang, J. Gao, S. Dong, and G. Jiang. 2018. “Evaluation of the effect of bio-oil on the high-temperature performance of rubber modified asphalt.” Constr. Build. Mater. 191 (Dec): 692–701. https://doi.org/10.1016/j.conbuildmat.2018.10.064.
Lesueur, D., M. D. Elwardany, J.-P. Planche, D. Christensen, and G. N. King. 2021. “Impact of the asphalt binder rheological behavior on the value of the ΔTc parameter.” Constr. Build. Mater. 293 (May): 123464. https://doi.org/10.1016/j.conbuildmat.2021.123464.
Liu, S., W. Cao, S. Shang, H. Qi, and J. Fang. 2010. “Analysis and application of relationships between low-temperature rheological performance parameters of asphalt binders.” Constr. Build. Mater. 24 (4): 471–478. https://doi.org/10.1016/j.conbuildmat.2009.10.015.
Liu, W., Y. Xu, H. Wang, B. Shu, D. M. Barbieri, and J. Norambuena-Contreras. 2021. “Enhanced storage stability and rheological properties of asphalt modified by activated waste rubber powder.” Materials 14 (10): 2693. https://doi.org/10.3390/ma14102693.
Loderer, C., M. Partl, and L. Poulikakos. 2018. “Effect of crumb rubber production technology on performance of modified bitumen.” Constr. Build. Mater. 191 (Dec): 1159–1171. https://doi.org/10.1016/j.conbuildmat.2018.10.046.
Lyu, L., J. Pei, D. Hu, G. Sun, and E. H. Fini. 2022. “Bio-modified rubberized asphalt binder: A clean, sustainable approach to recycle rubber into construction.” J. Cleaner Prod. 345 (Apr): 131151. https://doi.org/10.1016/j.jclepro.2022.131151.
Ma, J., G. Sun, D. Sun, Y. Zhang, A. C. Falchetto, T. Lu, M. Hu, and Y. Yuan. 2020. “Rubber asphalt modified with waste cooking oil residue: Optimized preparation, rheological property, storage stability and aging characteristic.” Constr. Build. Mater. 258 (Oct): 120372. https://doi.org/10.1016/j.conbuildmat.2020.120372.
Ouyang, C., Q. Gao, Y. Shi, and X. Shan. 2012. “Compatibilizer in waste tire powder and low-density polyethylene blends and the blends modified asphalt.” J. Appl. Polym. Sci. 123 (1): 485–492. https://doi.org/10.1002/app.34634.
Peralta, J., R. C. Williams, R. Williams, H. Silva, and A. Machado. 2013. Combining asphalt T-rubber (AR) and fast-pyrolysis bio-oil to create a binder for flexible pavements. Ames, IA: Iowa State Univ.
Qian, C., and W. Fan. 2020. “Evaluation and characterization of properties of crumb rubber/SBS modified asphalt.” Mater. Chem. Phys. 253 (Oct): 123319. https://doi.org/10.1016/j.matchemphys.2020.123319.
Qiu, Y., Y. Gao, X. Zhang, Y. Wei, J. Cao, X. Wang, and S. Wang. 2023. “Conventional properties, rheological properties, and storage stability of crumb rubber modified asphalt with WCO and ABS.” Constr. Build. Mater. 392 (Aug): 131987. https://doi.org/10.1016/j.conbuildmat.2023.131987.
Ren, H., Z. Qian, W. Huang, H. Li, and Y. Liu. 2022. “Low-temperature thermal cracking performance of waterborne epoxy asphalt emulsion mastic based on bending beam rheometer (BBR).” Constr. Build. Mater. 334 (Jun): 127461. https://doi.org/10.1016/j.conbuildmat.2022.127461.
Shangguan, L., and Y. Xu. 2023. “Design and experimental research on centralized lubrication and waste oil recovery system for wind turbines.” Appl. Sci. 13 (3): 1873. https://doi.org/10.3390/app13031873.
Shatanawi, K., S. Biro, C. Thodesen, and S. Amirkhanian. 2009. “Effects of water activation of crumb rubber on the properties of crumb rubber-modified binders.” Int. J. Pavement Eng. 10 (4): 289–297. https://doi.org/10.1080/10298430802169424.
Thodesen, C., F. Xiao, and S. N. Amirkhanian. 2009. “Modeling viscosity behavior of crumb rubber modified binders.” Constr. Build. Mater. 23 (9): 3053–3062. https://doi.org/10.1016/j.conbuildmat.2009.04.005.
Wang, H., Z. Dang, Z. You, P. Hao, and X. Huang. 2012a. “Analysis of the low-temperature rheological properties of rubberized warm mix asphalt binders.” J. Test. Eval. 40 (7): 1121–1131. https://doi.org/10.1520/JTE20120147.
Wang, H., Z. You, J. Mills-Beale, and P. Hao. 2012b. “Laboratory evaluation on high temperature viscosity and low temperature stiffness of asphalt binder with high percent scrap tire rubber.” Constr. Build. Mater. 26 (1): 583–590. https://doi.org/10.1016/j.conbuildmat.2011.06.061.
Wang, T., F. Xiao, S. Amirkhanian, W. Huang, and M. Zheng. 2017. “A review on low temperature performances of rubberized asphalt materials.” Constr. Build. Mater. 145 (Aug): 483–505. https://doi.org/10.1016/j.conbuildmat.2017.04.031.
Wei, Y., R. Guo, F. Yan, L. Zhang, and Y. Yan. 2015. “Evaluation of low temperature performances of SBS+ PPA compound modifying asphalt by force ductility test.” In Proc., 1st Int. Conf. on Information Sciences, Machinery, Materials and Energy, 1897–1900. Amsterdam, Netherlands: Atlantis Press.
Xu, N., H. Wang, H. Wang, M. Kazemi, and E. Fini. 2023. “Research progress on resource utilization of waste cooking oil in asphalt materials: A state-of-the-art review.” J. Cleaner Prod. 385 (Jan): 135427. https://doi.org/10.1016/j.jclepro.2022.135427.
Yan, K., J. Chen, L. You, and S. Tian. 2020. “Characteristics of compound asphalt modified by waste tire rubber (WTR) and ethylene vinyl acetate (EVA): Conventional, rheological, and microstructural properties.” J. Cleaner Prod. 258 (Jun): 120732. https://doi.org/10.1016/j.jclepro.2020.120732.
Yan, K., W. He, M. Chen, and W. Liu. 2016. “Laboratory investigation of waste tire rubber and amorphous poly alpha olefin modified asphalt.” Constr. Build. Mater. 129 (Dec): 256–265. https://doi.org/10.1016/j.conbuildmat.2016.10.090.
Yu, R., X. Liu, M. Zhang, X. Zhu, and C. Fang. 2017. “Dynamic stability of ethylene-vinyl acetate copolymer/crumb rubber modified asphalt.” Constr. Build. Mater. 156 (Dec): 284–292. https://doi.org/10.1016/j.conbuildmat.2017.08.182.
Zhang, J., Z. Yao, T. Yu, S. Liu, and H. Jiang. 2019. “Experimental evaluation of crumb rubber and polyethylene integrated modified asphalt mixture upon related properties.” Road Mater. Pavement Des. 20 (6): 1413–1428. https://doi.org/10.1080/14680629.2018.1447505.
Zhao, X., F. Li, X. Zhang, J. Cao, and X. Wang. 2023. “Rheological properties and viscosity reduction mechanism of aromatic/naphthenic oil pre-swelling crumb rubber modified asphalt.” Constr. Build. Mater. 398 (Sep): 132545. https://doi.org/10.1016/j.conbuildmat.2023.132545.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 9September 2024

History

Received: Oct 27, 2023
Accepted: Feb 27, 2024
Published online: Jun 21, 2024
Published in print: Sep 1, 2024
Discussion open until: Nov 21, 2024

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Professor, College of Civil Engineering, Taiyuan Univ. of Technology, No. 79 West Yingze St., Taiyuan, Shanxi 030024, China (corresponding author). ORCID: https://orcid.org/0000-0003-3802-8300. Email: [email protected]
Master’s Student, College of Civil Engineering, Taiyuan Univ. of Technology, No. 79 West Yingze St., Taiyuan, Shanxi 030024, China. Email: [email protected]
Yang Gao, Ph.D. [email protected]
College of Civil Engineering, Taiyuan Univ. of Technology, No. 79 West Yingze St., Taiyuan, Shanxi 030024, China. Email: [email protected]
Master’s Student, College of Civil Engineering, Taiyuan Univ. of Technology, No. 79 West Yingze St., Taiyuan, Shanxi 030024, China. Email: [email protected]
Fan Li, Ph.D. [email protected]
College of Civil Engineering, Taiyuan Univ. of Technology, No. 79 West Yingze St., Taiyuan, Shanxi 030024, China. Email: [email protected]
Jianbin Huo [email protected]
Shanxi Luliang Ring Expressway Management Co., Ltd., No. 1 Longcheng St., Taiyuan, Shanxi 030024, China. Email: [email protected]
Zhiqi Zhang [email protected]
Master’s Student, College of Civil Engineering, Taiyuan Univ. of Technology, No. 79 West Yingze St., Taiyuan, Shanxi 030024, China. Email: [email protected]

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