ABSTRACT Polyester concrete PC is composed of aggregate, polyester resin as binding material, and fillers when needed. Sustainable polyester concrete pavement SPCP is composed of recycled aggregate, polyester resin as binding material, and fine waste material used as fillers like fly ash. SPCP can be used as rigid pavement construction. Because of its properties like high compressive strength, high flexural strength, fast curing, high specific strength, and resistance to chemical attacks. A high flexural strength is the main requirement for pavement structures to resist cyclic load from traffic. The present study attempted to investigate the physical and mechanical properties of sustainable polyester concrete pavement SPCP contain different types of recycled aggregates RA in addition to natural aggregate, and fly ash as a mineral filler. The study used reclaimed asphalt pavement RAP, recycled concrete aggregate RCA, and crushed bricks aggregate CBA, with different percentages by weight (0%, 25%, 75%, and 100%) as a replacement with natural aggregate NA. The test results indicated that aggregate characteristics have a significant influence on the properties of SPCP. The best performance, especially in flexural strength, was obtained with recycled concrete aggregate.