The study investigated the effect of filler type (cement, lime, fly ash) and proportion (2%, 4%, 6%) on the performance of bituminous mixes. Laboratory tests were conducted including Marshall stability, indirect tensile strength, and fatigue. The results showed that 2% cement filler improved the mechanical properties, durability, and rheology of the mixes by enhancing cohesion and reducing cracking and rutting. 2% cement was found to optimize the interactions between aggregate, asphalt, and filler, improving load bearing capacity and pavement performance through increased void filling. While additional long-term research under varied conditions is needed, the study highlights the importance of properly selecting filler material and proportion in developing sustainable bituminous