This paper predicts the resilient modulus (Mr) for warm mix asphalt (WMA) mixtures prepared
using aspha-min. Various predictor variables were analyzed, including asphalt cement types,
asphalt contents, nominal maximum aggregate sizes (NMAS), filler content, test temperatures,
and loading times. Univariate and multivariate analyses were conducted to examine the behavior
of each predictor variable individually and collectively. Through univariate analysis, it was
observed that Mr exhibited an inverse trend with asphalt cement grade, NMAS, test temperature,
and load duration. Although Mr increased slightly with higher filler and asphalt content,
the magnitude of this increase was minimal. Multivariate analysis revealed that the rate of
change
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