Evaluation of Plant-Produced Epoxy-Modified Open-Graded Porous Asphalt Mixture

Journal Article (2025)
Authors

P. Apostolidis (TU Delft - Pavement Engineering)

Robbert Naus (Dura Vermeer Infra Participaties BV)

X. Liu (TU Delft - Pavement Engineering)

Remco Hermsen (Provincie Gelderland)

SMJG Erkens (TU Delft - Pavement Engineering)

A Scarpas (Khalifa University, TU Delft - Pavement Engineering)

Research Group
Pavement Engineering
To reference this document use:
https://doi.org/10.1061/JMCEE7.MTENG-19091
More Info
expand_more
Publication Year
2025
Language
English
Research Group
Pavement Engineering
Issue number
4
Volume number
37
DOI:
https://doi.org/10.1061/JMCEE7.MTENG-19091
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

Pavement materials that could enhance the mechanical properties of open-graded porous asphalt mixtures in long-term service periods could offer a solution to produce long-life pavements, causing a reduction of interventions' needs, as well as the associated disruptions to road users and user costs. One option to improve the longevity of open-graded porous mixtures is with the use of epoxy asphalt that, despite its high initial cost, offers enhanced longevity that might offset any future user and intervention costs. This study aimed to evaluate the durability of plant-produced epoxy-modified open-graded porous asphalt mixtures. A batch production plant was employed to produce loose mixtures, which were used to pave a test road in the Province of Gelderland, the Netherlands, and compact specimens in the laboratory. Control mixtures with a non-epoxy-modified asphalt binder were also produced in the same plant. The durability of laboratory- and field-compacted mixtures was evaluated by conducting indirect tensile tests before and after oven conditioning. Results illustrated that the epoxy-modified asphalt demonstrated the highest strength and stiffness values, while the strength was reduced after conditioning in a water bath with the retained strength within the allowable specification limits. This attribute was confirmed from drill cores obtained from the test road after one year in service. Also, the materials compacted in the field had slightly higher strength and stiffness values than the laboratory-produced mixtures. Although the results provided have illustrated the improvement of durability of open-graded porous asphalt with implementing epoxy modification, further evidence from the test road over the years is needed for validation.

Files

License info not available
warning

File under embargo until 25-07-2025