Long-term performance of asphalt mixtures containing bio-extended bituminous binders: laboratory investigation and accelerated pavement testing

Bio-extended bituminous binders were formulated with tall oil pitch (TOP). Their corresponding asphalt mixtures were prepared. Various laboratory tests and full-scale accelerated pavement testing (APT) were conducted to evaluate their long-term performance. It is indicated that, at 25°C, the aged bio-extended 70/100 binder with 5% TOP had similar fatigue resistance to its reference. At 10°C, the aged bio-extended 160/220 binder with 21% TOP was marginally less resistant to fatigue at small strains. The asphalt mixture with bio-extended 160/220 binder had higher stiffness at 10°C and similar water sensitivity to its reference. Although the aged mixture with bio-extended binder showed higher strength to resist cracks at 5°C, it was more brittle, leading to faster crack propagation. After further moisture conditioning, the mixture became weaker but less brittle. The full-scale APT indicated that the section with bio-extended binders was more resistant to permanent deformation. Overall, the results suggest potential for larger-scale testing.

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Publication Details

Journal
Road Materials and Pavement Design
Published
2025-03-25
DOI
https://doi.org/10.1080/14680629.2025.2482845
Citations
4
Primary Topic
Asphalt Pavement Performance Evaluation
Type
article
Field-Weighted Citation Impact
3.81

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Long-term performance of asphalt mixtures containing bio-extended bituminous binders: laboratory investigation and accelerated pavement testing

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Road Materials and Pavement Design
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article

Long-term performance of asphalt mixtures containing bio-extended bituminous binders: laboratory investigation and accelerated pavement testing

Xiaohu Lu, Andreas Waldemarson, Abubeker Ahmed, Jiqing Zhu, Yared Dinegdae, Patryk Jakub Witkiewicz, K Olsson
article en
4 citations

Abstract

Bio-extended bituminous binders were formulated with tall oil pitch (TOP). Their corresponding asphalt mixtures were prepared. Various laboratory tests and full-scale accelerated pavement testing (APT) were conducted to evaluate their long-term performance. It is indicated that, at 25°C, the aged bio-extended 70/100 binder with 5% TOP had similar fatigue resistance to its reference. At 10°C, the aged bio-extended 160/220 binder with 21% TOP was marginally less resistant to fatigue at small strains. The asphalt mixture with bio-extended 160/220 binder had higher stiffness at 10°C and similar water sensitivity to its reference. Although the aged mixture with bio-extended binder showed higher strength to resist cracks at 5°C, it was more brittle, leading to faster crack propagation. After further moisture conditioning, the mixture became weaker but less brittle. The full-scale APT indicated that the section with bio-extended binders was more resistant to permanent deformation. Overall, the results suggest potential for larger-scale testing.

Road Materials and Pavement DesignVol. 26(sup1)
Transport Research Institute (RO), Skanska (Sweden) (SE), Swedish National Road and Transport Research Institute (SE)
VINNOVA, Trafikverket
Openalex Percentile: Top 8%
Asphalt Pavement Performance Evaluation
3.81
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