EventsThe 1st International Online Conference on CivilEng
Published
This submission belongs to the session S5. Construction and Material Engineering of the event The 1st International Online Conference on CivilEng
Published date
09 Nov, 2026
Academic Editor
author-avatarAires Camões
Contribution&Funding
Conceptualization,
[Nuha S. Mashaan]
Methodology,
[Ridmi Yasantha Galagedara]
Writing - original draft,
[Ridmi Yasantha Galagedara]
Writing - review,
[editing] ; [Ridmi Yasantha Galagedara] ; [Nuha S. Mashaan]
Supervision,
[Nuha S. Mashaan]
Funding: --
Citation
Ridmi Yasantha Galagedara, Nuha S. Mashaan, Next-Generation Australian Roads: Characterizing Waste Plastic as a Sustainable Bitumen Modifier, in Proceedings of The 1st International Online Conference on CivilEng, 12 November–13 November 2026, MDPI: Basel, Switzerland
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Next-Generation Australian Roads: Characterizing Waste Plastic as a Sustainable Bitumen Modifier

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1. Department of Civil Engineering, Edith Cowan University, Joondalup, 6027, Australia
Abstract

As the demand for resilient transport infrastructure grows alongside rising environmental concerns, integrating recycled materials into pavement engineering has become a critical priority. Australia generates vast quantities of plastic waste, presenting both an environmental challenge and a unique opportunity to advance circular economy principles in civil infrastructure. This study evaluates the viability of post-consumer waste plastic as a sustainable bitumen modifier for Australian roads.

A targeted laboratory testing program was conducted to characterize waste plastic-modified bitumen. Physical evaluations—specifically Penetration and Softening Point tests—determined baseline consistency, temperature susceptibility, and modifier dosage. Flow behavior was evaluated using Brookfield Viscometer testing, while short-term oxidative aging was simulated using the Rolling Thin Film Oven Test (RTFOT) to analyze binder degradation during production and placement. Viscosity–temperature analysis revealed exponential viscosity growth beyond ~6% low-density polyethylene (LDPE) or ~4% high-density polyethylene (HDPE), establishing these as practical upper limits for workability under standard Hot Mix Asphalt (HMA) production (< 180 °C). Equivalent mixing and compaction temperatures increased by 10–25 °C relative to neat binders, highlighting constructability constraints for highly modified systems. Overall, incorporating waste plastic increased binder stiffness and elevated-temperature stability, indicated by reduced penetration values and higher softening points. Post-RTFOT analysis confirmed improved short-term aging resistance, provided dosage controls are maintained to prevent excessive embrittlement. Ultimately, this research defines clear performance bounds and constructability limits for plastic-modified binders. These empirical metrics support the safe, scalable adoption of waste plastics, advancing the transition toward longer-lasting, circular, and climate-resilient Australian road infrastructure.

Keywords
Asphalt pavements; recycled plastic; physical-rheological properties ageing; sustainable infrastructure
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