The current study aims to investigate the behavior of steel fiber reinforced concrete (steel fibers combined with M25 Grade concrete), SBR-latex modified steel fiber reinforced concrete (SBR-latex and steel fibers combined with M25 Grade concrete), convectional concrete (M25 Grade concrete), and SBR-latex modified convectional concrete (SBR-latex combined with M25 Grade concrete). The purpose of the experimental investigation was to determine the compressive, split tensile, and flexural strength properties of the aforementioned matrix.According to the aforementioned research, the concrete that had fiber and latex added performed much better in terms of having a greater ultimate load and first fracture load as well as less deflection. This is because the concrete matrix's latex and fiber infill have made it more compact.