Roller compacted concrete (RCC) is a special concrete that is compressed by vibration rollers; it has zero slamp and runs without mold and its construction is very similar to asphalt. Criess and nondeformability of concrete are one of its most obvious disadvantages and so far researchers have studied various methods to overcome this shortcoming. The use of recycled steel fibers in concrete has been one of the most useful methods to overcome this major defect. In the investigations of the researchers, the use of alternative aggregate particle rubber also due to the elasticity of the rubber, in different types of concrete indicates improvement in ductility and energy absorption in concrete. On the other hand, construction is one of the sectors that is heavily impacted by the consumption of natural resources, such as aggregates, where river sand, which is the most commonly used material for aggregates, is draining rapidly because of its high demand. It is scarce and more expensive. To address the challenges facing the construction industry in terms of material sustainability and tire issues, many researchers have incorporated recycled tires as a substitute for smaller tire aggregates in concrete. The performance of RCC in the presence of metallic and pumice rubber fibers in RCC has not been studied so far. In this study, conventional RCC with recycled concrete with recycled steel fibers at 30 and 45 kg/m3 and RCC was added by rubber to 5, 10, 15 and 20% by volume of aggregate as well as RCC in the presence of Simultaneous steel fibers were designed and fabricated at optimum moisture content in 14% and 17% cement-aggregate ratios and then tested in compressive strength, fracture modulus, abrasion resistance of concrete, impact resistance and Finally, they were compared in the flexural toughness and the residual strength factor; in the mixing scheme with the second scheme (17% cement-aggregate ratio) with additional 5% crumb rubber, compression strength was reduced 19% and an increase in rubbers to 20% compressive strength was reduced 65 percent. In the mixing scheme with the first scheme (14% cement-aggregate ratio) and without crumb rubber the failure modulus was 7.17 MPa. And with the addition of 20% crumb rubber dropped to 4.12 MPa. Which, despite a decrease in compressive and flexural strengths, increases and improves impact resistance performance by adding an optimum amount of 5% or 10% of crumb rubber as well as increasing abrasion resistance by adding 5% to 20% crumb rubber and There was also a significant effect of particle tires on the toughness and energy absorption properties of concrete reinforced with steel fibers. Key Words: Roller compacted concrete, Crumb rubber, Recycled steel fibers, Mechanical strength, Abrasion resistance, Impact resistance, Toughness indices, Residual strength factor.