Abstract:
In this study, three different natural asphalts (Trinidad Lake Asphalt, Iranian gilsonite and American gilsonite) and styrene–butadiene–styrene (SBS) were used as additive in bitumen modification. Results of binder tests showed that addition of 10.0% American gilsonite (MB 10%AG ), 9.5% Iranian gilsonite (MB 9.5%IG ), 60% Trinidad Lake Asphalt (TLA) (MB 60%TLA ) and 3.8% SBS (MB 3.8%SBS ) to pure bitumen (PG 58-34) achieved the desired performance level (PG 70-34). Experiments conducted on mixtures showed that mixtures prepared with MB 60%TLA had the highest stiffness, stability, tensile strength and resistance to fatigue and permanent deformation. On the other hand, mixtures prepared with MB 9.5%IG and MB 3.8%SBS were observed to have highest resistance to moisture induced damage.
