Technical Papers
Jan 27, 2024

Understanding the Storage Stability of Polyethylene Modified Binders: A Laboratory Case Study Using Waste Plastics

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 4

Abstract

The aim of the study is to understand and achieve storage stable, compatible plastic-modified asphalt binders. In view of global plastic accumulation, the potentiality of polymeric waste plastics is evaluated as an asphalt binder modifier; providing an alternate recycling option. However, due to phase separation issues between asphalt and plastic, the usage of waste plastic is preferred through dry mixing in asphalt mixture. In this study, the compatibility of polyethylene-modified asphalt binder was assessed along with appropriate parameters that can explain the actual phase separation occurring during storage stability testing. Two types of plastics including low-density polyethylene (LDPE) and high-density polyethylene (HDPE) were blended with a PG 58-28 neat binder after assessing their melting behavior along with polystyrene (PS) and polyethylene terephthalate (PET). The impacts of polyethylene size (2.36–1.18 mm, 0.6–0.3 mm, less than 0.3 mm), blending time (30, 60, 120, 180 min), hot storage duration (0, 24, 48 h), and compatibilizers (styrene-butadiene-styrene, nanosilica, corn oil, polyphosphoric acid) on the storage stability were assessed. G*/Sinδ was used as an initial measure to assess the separation index (SI) value. The results concluded that polyethylene is observed to be inert to asphalt and phase separation persists irrespective of size and compatibilizer. Nanosilica at a dosage of 0.5% was able to partially compatibilize (SI value improved from 5.4 to 1.87) PE with asphalt. Also, in the need for better parameters to better understand the phase separation, percentage recovery, fluorescence microscopy, and black space analysis were identified as proper tests to detect phase separation.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was conducted for the US Army Corps of Engineers under PE0603119A “Rapid Entry and Sustainment for the Arctic.” The work was performed by the Engineering Resources Branch (ERB) of the Research and Engineering Division, US Army Engineer Research and Development Center (ERDC), and Cold Regions Research and Engineering Laboratory (CRREL). At the time of publication, Dr. Melisa Nallar was acting branch chief; and Dr. Caitlin A. Callaghan was division chief. The acting deputy director of ERDC-CRREL was Mr. Bryan E. Baker, and the director was Dr. Joseph L. Corriveau. This work was also performed by the Airfields and Pavements Branch of the Engineering Systems and Materials Division, ERDC-GSL. At the time of publication, Ms. Anna Jordan was the branch chief; Mr. Justin S. Strickler was the division chief; and Mr. R. Nicholas Boone was the technical director for Force Projection and Maneuver Support. Mr. Charles W. Ertle II was the deputy director of ERDC-GSL, and Mr. Bartley P. Durst was the director, Colonel (COL) Christian Patterson was the Commander of ERDC, and Dr. David W. Pittman was the Director. The authors would also like to thank Douglas Congdon from Eagle Plastics, Jeannie Watson from Envision Plastics, and Bob Klutz from Kraton for supplying materials for this study.
Author contributions: The authors confirm their contribution to the paper as follows: study conception and design: Venkatsushanth Revelli, Faisal Kabir; Ayman Ali, Ben Cox, and Yusuf Mehta; data collection, analysis, and interpretation of results: Venkatsushanth Revelli; and draft manuscript preparation: Venkatsushanth Revelli, Faisal Kabir, Ayman Ali, Ben Cox, and Yusuf Mehta. All authors reviewed the results and approved the final version of the manuscript.

References

Airey, G. D. 2002. “Rheological evaluation of ethylene vinyl acetate polymer modified bitumens.” Constr. Build. Mater. 16 (8): 473–487. https://doi.org/10.1016/S0950-0618(02)00103-4.
Airey, G. D. 2003. “Rheological properties of styrene butadiene styrene polymer modified road bitumens.” Fuel 82 (14): 1709–1719. https://doi.org/10.1016/S0016-2361(03)00146-7.
Al-Abdul Wahhab, H. I., M. A. Dalhat, and M. A. Habib. 2017. “Storage stability and high-temperature performance of asphalt binder modified with recycled plastic.” Road Mater. Pavement Des. 18 (5): 1117–1134. https://doi.org/10.1080/14680629.2016.1207554.
Alghrafy, Y. M., S. M. El-Badawy, and E. S. M. Abd Alla. 2021. “Rheological and environmental evaluation of sulfur extended asphalt binders modified by high- and low-density polyethylene recycled waste.” Constr. Build. Mater. 307 (Nov): 125008. https://doi.org/10.1016/j.conbuildmat.2021.125008.
Appiah, J. K., V. N. Berko-Boateng, and T. A. Tagbor. 2017. “Use of waste plastic materials for road construction in Ghana.” Case Stud. Constr. Mater. 6 (Jun): 1–7. https://doi.org/10.1016/j.cscm.2016.11.001.
ASTM. 2014. Standard practice for determining the separation tendency of polymer from polymer modified asphalt. ASTM D 7173. West Conshohocken, PA: ASTM.
Bala, N., M. Napiah, and I. Kamaruddin. 2018. “Effect of nanosilica particles on polypropylene polymer modified asphalt mixture performance.” Case Stud. Constr. Mater. 8 (Mar): 447–454. https://doi.org/10.1016/j.cscm.2018.03.011.
Becker, Y., M. P. Méndez, and Y. Rodríguez. 2001. “Polymer modified asphalt.” Vis. Technol. 9 (1): 40–50.
Behl, A., G. Sharma, and G. Kumar. 2014. “A sustainable approach: Utilization of waste PVC in asphalting of roads.” Constr. Build. Mater. 54 (Mar): 113–117. https://doi.org/10.1016/j.conbuildmat.2013.12.050.
Bonemazzi, F., V. Braga, R. Corrieri, C. Giavarini, and F. Sartori. 1996. “Characteristics of polymers and polymer-modified binders.” Transp. Res. Rec. 1535 (1): 36–47. https://doi.org/10.1177/0361198196153500106.
Brasileiro, L., F. Moreno-Navarro, R. Tauste-Martínez, J. Matos, and M. D. C. Rubio-Gámez. 2019. “Reclaimed polymers as asphalt binder modifiers for more sustainable roads: A review.” Sustainability 11 (3): 1–20. https://doi.org/10.3390/su11030646.
Casey, D., C. McNally, A. Gibney, and M. D. Gilchrist. 2008. “Development of a recycled polymer modified binder for use in stone mastic asphalt.” Resour. Conserv. Recycl. 52 (10): 1167–1174. https://doi.org/10.1016/j.resconrec.2008.06.002.
Costa, L. M., 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): 457–464. https://doi.org/10.6135/ijprt.org.tw/2013.6(4).457.
Costa, L. M., H. M. Silva, J. Peralta, and J. R. Oliveira. 2019. “Using waste polymers as a reliable alternative for asphalt binder modification—Performance and morphological assessment.” Constr. Build. Mater. 198 (Feb): 237–244. https://doi.org/10.1016/j.conbuildmat.2018.11.279.
Cox, B. C., J. Easterling, W. G. Sullivan, A. Middleton, and I. L. Howard. 2022. “Data mining statewide department of transportation volumetrically designed asphalt mixture records.” Transp. Res. Rec. 2676 (5): 242–262. https://doi.org/10.1177/03611981211061356.
EPA (Environmental Protection Agency). 2017. “Facts and figures about materials, waste and recycling.” Accessed December 3, 2021. https://www.epa.gov/sites/default/files/2019-11/documents/2017_facts_and_figures_fact_sheet_final.pdf.
Feng, H., J. Tian, and C. Ye. 1996. “Compatibilization effect of graft copolymer on immiscible polymer blends. II. LLDPE/PS/LLDPE-g-PS systems.” J. Appl. Polym. Sci. 61 (13): 2265–2271. https://doi.org/10.1002/(SICI)1097-4628(19960926)61:13%3C2265::AID-APP4%3E3.0.CO;2-A.
Gao, G., Y. Zhang, Y. Zhang, K. Sun, and Y. Fan. 2002. “Improved storage stability of LDPE/SBS blends modified asphalts.” Polym. Polym. Compos. 10 (3): 229–236. https://doi.org/10.1177/096739110201000305.
Hammer, A. 2010. “Thermal analysis of polymers. Part 1: DSC of thermoplastics.” UserCom 31: 1–2.
IRC (Indian Roads Congress). 2013. Guidelines for the use of waste plastic in hot bituminous mixes (dry process) in wearing courses. IRC:SP:98. New Delhi: IRC.
Kakar, M. R., P. Mikhailenko, Z. Piao, M. Bueno, and L. Poulikakos. 2021. “Analysis of waste polyethylene (PE) and its by-products in asphalt binder.” Constr. Build. Mater. 280 (Apr): 122492. https://doi.org/10.1016/j.conbuildmat.2021.122492.
Kamiya, S., S. Tasaka, X. Zhang, D. Dong, and N. Inagaki. 2001. “Compatibilizer role of styrene-butadiene-styrene triblock copolymer in asphalt.” Polym. J. 33 (3): 209–213. https://doi.org/10.1295/polymj.33.209.
Karmakar, S., D. Majhi, T. K. Roy, and D. Chanda. 2018. “Moisture damage analysis of bituminous mix by durability index utilizing waste plastic cup.” J. Mater. Civ. Eng. 30 (9): 1–12. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002366.
Kraton. 2019. “Asphalt binder modification, 101 series.” Accessed August 5, 2017. https://kraton.com/products/pdf/Understanding%20Asphalt%20Modification.pdf.
Kumandaş, A., E. Çavdar, Ş. Oruç, E. B. Pancar, and B. V. Kök. 2022. “Effect of WCO addition on high and low-temperature performance of RET modified bitumen.” Constr. Build. Mater. 323 (Mar): 126561. https://doi.org/10.1016/j.conbuildmat.2022.126561.
Lewandowski, L. H. 1994. “Polymer modification of paving asphalt binders.” Rubber Chem. Technol. 67 (Jul): 447–480.
Li, D., L. Zhou, X. Wang, L. He, and X. Yang. 2019. “Effect of crystallinity of polyethylene with different densities on breakdown strength and conductance property.” Materials 12 (11): 1746. https://doi.org/10.3390/ma12111746.
Liang, M., X. Xin, W. Fan, H. Wang, H. Jiang, J. Zhang, and Z. Yao. 2019. “Phase behavior and hot storage characteristics of asphalt modified with various polyethylene: Experimental and numerical characterizations.” Constr. Build. Mater. 203 (Apr): 608–620. https://doi.org/10.1016/j.conbuildmat.2019.01.095.
Lu, X., and U. Isacsson. 1997. “Compatibility and storage stability of styrene-butadiene-styrene copolymer modified bitumens.” Mater. Struct. Constr. 30 (10): 618–626. https://doi.org/10.1007/BF02486904.
Lu, X., and U. Isacsson. 2014. “Compatibility and storage stability of styrene-butadiene-styrene copolymer modified bitumens.” Mater. Struct. 30 (Dec): 618–626. https://doi.org/10.1007/BF02486904.
Ma, Y., S. Wang, H. Zhou, W. Hu, P. Polaczyk, M. Zhang, and B. Huang. 2021. “Compatibility and rheological characterization of asphalt modified with recycled rubber-plastic blends.” Constr. Build. Mater. 270 (Feb): 121416. https://doi.org/10.1016/j.conbuildmat.2020.121416.
Mashaan, N. S., A. Chegenizadeh, H. Nikraz, and A. Rezagholilou. 2021. “Investigating the engineering properties of asphalt binder modified with waste plastic polymer.” Ain Shams Eng. J. 12 (2): 1569–1574. https://doi.org/10.1016/j.asej.2020.08.035.
Motamedi, M., G. Shafabakhsh, and M. Azadi. 2021. “Evaluation of fatigue and rutting properties of asphalt binder and mastic modified by synthesized polyurethane.” J. Traffic Transp. Eng. 8 (6): 1036–1048. https://doi.org/10.1016/j.jtte.2020.05.006.
Nasr, D., and A. H. Pakshir. 2019. “Rheology and storage stability of modified binders with waste polymers composites.” Road Mater. Pavement Des. 20 (4): 773–792. https://doi.org/10.1080/14680629.2017.1417152.
Nizamuddin, S., M. Jamal, R. Gravina, and F. Giustozzi. 2020. “Recycled plastic as bitumen modifier: The role of recycled linear low-density polyethylene in the modification of physical, chemical and rheological properties of bitumen.” J. Cleaner Prod. 266 (Sep): 121988. https://doi.org/10.1016/j.jclepro.2020.121988.
Padhan, R. K., Z. Leng, A. Sreeram, and X. Xu. 2020. “Compound modification of asphalt with styrene-butadiene-styrene and waste polyethylene terephthalate functionalized additives.” J. Cleaner Prod. 277 (Dec): 124286. https://doi.org/10.1016/j.jclepro.2020.124286.
Padhan, R. K., and A. Sreeram. 2018. “Enhancement of storage stability and rheological properties of polyethylene (PE) modified asphalt using cross linking and reactive polymer based additives.” Constr. Build. Mater. 188 (Nov): 772–780. https://doi.org/10.1016/j.conbuildmat.2018.08.155.
Polacco, G., S. Filippi, F. Merusi, and G. Stastna. 2015. “A review of the fundamentals of polymer-modified asphalts: Asphalt/polymer interactions and principles of compatibility.” Adv. Colloid Interface Sci. 224 (Oct): 72–112. https://doi.org/10.1016/j.cis.2015.07.010.
Punith, V. S., and A. Veeraragavan. 2011. “Behavior of reclaimed polyethylene modified asphalt cement for paving purposes.” J. Mater. Civ. Eng. 23 (6): 833–845. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000235.
Revelli, V., S. F. Kabir, A. Ali, Y. Mehta, B. C. Cox, and M. Elshaer. 2023. “Storage stability and performance assessment of styrene-butadiene-styrene: Waste polyethylene—Modified binder using waste cooking oil.” J. Mater. Civ. Eng. 35 (11): 1–12. https://doi.org/10.1061/JMCEE7.MTENG-16202.
Singh, B., L. Kumar, M. Gupta, and G. S. Chauhan. 2013. “Polymer-modified bitumen of recycled LDPE and maleated bitumen.” J. Appl. Polym. Sci. 127 (1): 67–78. https://doi.org/10.1002/app.36810.
Sreeram, A., A. Filonzi, S. Komaragiri, K. Lakshmi Roja, E. Masad, and A. Bhasin. 2022. “Assessing impact of chemical compatibility of additives used in asphalt binders: A case study using plastics.” Constr. Build. Mater. 359 (Jun): 129349. https://doi.org/10.1016/j.conbuildmat.2022.129349.
Wang, T. 2022. “Study and application of compatibility of waste polyethylene-modified asphalt.” J. Mater. Civ. Eng. 34 (9): 1–5. https://doi.org/10.1061/(asce)mt.1943-5533.0004315.
White, G. 2020. “Incorporating binder type into asphalt fatigue life characterisation of airport pavement surfaces.” Int. J. Pavement Res. Technol. 13 (1): 40–47. https://doi.org/10.1007/s42947-019-0083-3.
Willis, R., F. Yin, and R. Moraes. 2020. Recycled plastics in asphalt Part A: State of the knowledge. Greenbelt, MD: National Asphalt Pavement Association.
Yan, K., H. Xu, and L. You. 2015. “Rheological properties of asphalts modified by waste tire rubber and reclaimed low density polyethylene.” Constr. Build. Mater. 83 (May): 143–149. https://doi.org/10.1016/j.conbuildmat.2015.02.092.
Yin, F., R. Moraes, M. Fortunatus, N. Tran, and M. Elwardany. 2020. Performance evaluation and chemical characterization of asphalt binders and mixtures containing recycled polyethylene. Washington, DC: Plastic Industry Association.
Yousefi, A. A. 2003. “Polyethylene dispersions in bitumen: The effects of the polymer structural parameters.” J. Appl. Polym. Sci. 90 (12): 3183–3190. https://doi.org/10.1002/app.12942.
Yousefi, A. A., A. Ait-Kadi, and C. Roy. 2000. “Composite asphalt binder: Effect of modified RPE on asphalt.” J. Mater. Civ. Eng. 12 (May): 1–35. https://doi.org/10.1061/(ASCE)0899-1561(2000)12:2(113).
Yu, R., C. Fang, P. Liu, X. Liu, and Y. Li. 2015. “Storage stability and rheological properties of asphalt modified with waste packaging polyethylene and organic montmorillonite.” Appl. Clay Sci. 104 (Feb): 1–7. https://doi.org/10.1016/j.clay.2014.11.033.
Zou, X., A. Sha, B. Ding, Y. Tan, and X. Huang. 2017. “Evaluation and analysis of variance of storage stability of asphalt binder modified by nanotitanium dioxide.” Adv. Mater. Sci. Eng. 2017 (Jan): 6319697. https://doi.org/10.1155/2017/6319697.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 4April 2024

History

Received: Jul 20, 2023
Accepted: Sep 27, 2023
Published online: Jan 27, 2024
Published in print: Apr 1, 2024
Discussion open until: Jun 27, 2024

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Venkatsushanth Revelli, S.M.ASCE [email protected]
Graduate Student, Center for Research and Advanced Transportation Systems, Rowan Univ., Glassboro, NJ 08028. Email: [email protected]
Sk Faisal Kabir [email protected]
Pavement Engineer, SITE Technologies, 625 West Adams, Chicago, IL 60661. Email: [email protected]
Associate Director, Center for Research and Advanced Transportation Systems, Rowan Univ., Glassboro, NJ 08028 (corresponding author). ORCID: https://orcid.org/0000-0002-7031-4852. Email: [email protected]
Yusuf Mehta, A.M.ASCE [email protected]
Professor, Center for Research and Advanced Transportation Systems, Rowan Univ., Glassboro, NJ 08028. Email: [email protected]
Research Civil Engineer, Airfields and Pavements Branch, Engineer Research and Development Center, Vicksburg, MS 39180. ORCID: https://orcid.org/0000-0002-4842-6356. Email: [email protected]

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