Quantifying Moisture Susceptibility in Asphalt Mixtures Using Dynamic Mechanical Analysis

Moisture damage remains a primary distress mechanism in asphalt pavements, leading to reduced service life and viscoelastic property loss due to weakened asphalt–aggregate adhesion. This study evaluated moisture susceptibility in eight asphalt mixtures combining two aggregates (limestone/granite) and four binders (two neat, two SBS-modified) using dynamic mechanical analysis (DMA). Thin-section specimens underwent DMA temperature sweeps under dry and water-immersed conditions to characterize shifts in viscoelastic properties. Results demonstrated that moisture exposure significantly reduced complex modulus values and shifted characteristic temperatures (T0, T1, T2, Tg) toward lower ranges, indicating compromised performance. Specifically, granite mixtures showed average reductions in T0, T1, and Tg of 2.9 °C, 1.8 °C, and 3.7 °C, respectively, compared to 2.1 °C, 1.5 °C, and 1.7 °C for limestone mixtures. The magnitude of these changes—quantified by residual modulus (RM) ratios and characteristic temperature differentials—effectively ranked mixture susceptibility, with granite mixtures and specific binders (A1, B1) showing higher sensitivity. Notably, minimum residual modulus (RMmin) values ranged from 28.2% to 65.8%, and its critical temperature (TRM) identified the most severe moisture damage conditions (approximately 40 °C for neat asphalt; 60 °C for modified asphalt). The DMA-derived indices correlated with surface free energy-based adhesion work, confirming the method’s reliability for rapid moisture sensitivity assessment. This approach provides an efficient basis for selecting moisture-resistant materials tailored to operational temperature environments.