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This study investigates the characterization and mechanical performance of Stone Mastic
Asphalt (SMA) mixtures modified with two types of polymers: styrene–butadiene–styrene
(SBS) and high-molecular-weight polyethylene (PE). Neat asphalt cement PG 64-16 was
modified using a higher content of SBS and PE at concentrations of 6%, 7%, and 8% by
weight of asphalt through the dry blending method to produce Highly Modified Asphalts
(HiMA). The physical and rheological properties of the modified binders were evaluated
using penetration, softening point, rotational viscosity, and dynamic shear rheometer (DSR)
tests. Also, their phase compatibility and morphological changes were evaluated using the
storage stability testing and scanning electron
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