4.7 Article

Microscopy-based approach for measuring asphalt film thickness and its impact on hot-mix asphalt performance

Journal

CASE STUDIES IN CONSTRUCTION MATERIALS
Volume 18, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.cscm.2022.e01711

Keywords

Hot mix asphalt; Durability; Asphalt film thickness; Digital stereo microscopy; Flow number; Dynamic modulus

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The thickness of the asphalt binder's film in Hot-Mix Asphalt (HMA) is crucial for pavement durability. This study presents a new approach using a reflective digital stereo microscope to determine the film thickness. Image analysis was performed using thresholding process with ImageJ software. Six different mixtures were investigated, and their asphalt film thickness was correlated to dynamic modulus (E*) and rutting measured by flow number. Results showed that asphalt film thickness significantly influenced the dynamic modulus at intermediate and high temperatures. Increasing asphalt film thickness led to a significant decrease in flow number and rutting, particularly for gap-graded and Bailey's gradation mixtures.
The thickness of the asphalt binder's film surrounding the aggregate particles in Hot-Mix Asphalt (HMA) plays a significant role in the durability of the pavement. This study introduces a new approach for determining the film thickness of the asphalt binder using a reflective digital stereo microscope. Image analysis was performed using the thresholding process to distinguish the aggregates, the voids, and the asphalt binder from each other using ImageJ software. Six different mixtures were investigated using this approach. The same materials were used to fabricate those mixtures but with different aggregate gradations. The thickness of the asphalt film was correlated to the dynamic modulus (E*) and rutting measured by flow number. The analysis showed that asphalt film thickness plays a major role in the dynamic modulus measurements at intermediate and high-temperature ranges. The correlation of asphalt film thickness with rutting showed a significant decrease in the flow number as the asphalt film thickness increased. This was more significant for gap-graded and Bailey's gradation asphalt mixtures compared to the dense-graded asphalt mixtures. Finer dense gradations were slightly less affected by the asphalt film thickness increase compared to the coarser gradations.

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