4.6 Article

Evaluation of Moisture Damage Potential in Hot Mix Asphalt Using Polymeric Aggregate Treatment

Journal

MATERIALS
Volume 15, Issue 15, Pages -

Publisher

MDPI
DOI: 10.3390/ma15155437

Keywords

moisture damage; hot mix asphalt; high-density polyethylene; SBR latex; indirect tensile strength test; indirect tensile modulus test; polymeric aggregate treatment

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In this research, the moisture damage performance of hot mix asphalt (HMA) was enhanced by treating the aggregate surface with suitable additives. The results showed that after treating the aggregate surface, the dry and wet strength and stiffness of HMA were improved. The correlation between tensile strength ratio (TSR) and strength loss indicated a strong relationship, and the additives improved the wettability of asphalt binder over aggregate, resulting in improved adhesion between them.
To enhance the moisture damage performance of hot mix asphalt (HMA), treating the aggregate surface with a suitable additive was a more convenient approach. In this research, two types of aggregate modifiers were used to study the effect of moisture damage on HMA. Three different aggregate sources were selected based on their abundance of use in HMA. To study the impact of these aggregate modifiers on moisture susceptibility of HMA, the indirect tensile strength test and indirect tensile modulus test were used as the performance tests. Moisture conditioning of specimens was carried out to simulate the effect of moisture on HMA. The prepared samples' tensile strength ratio (TSR) and stiffness modulus (Sm) results indicated a decrease in the strength of the HMA after moisture conditioning. After treating the aggregate surface with additives, an improvement was seen in dry and wet strength and stiffness. Moreover, an increasing trend was observed for both additives. The correlation between TSR and strength loss reveals a strong correlation (R-2 = 0.7219). Also, the two additives indicate increased wettability of asphalt binder over aggregate, thus improving the adhesion between aggregate and asphalt binder.

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