We arranged number of examples by fluctuating level of modern waste polypropylene fiber I. e. (0%, 0.25%, 0.5%, 0.75% and 1.00%). The thickness of Fiber Reinforced Concrete (FRC) was tried following setting up the solid blend while the compressive quality and the split elasticity of the Fiber Reinforced Concrete (FRC) were tried following 7 and 28 days of relieving. Results demonstrate that the thickness of new Fiber Reinforced Concrete (FRC) somewhat or unimportantly diminishes from 2397 kg/cm3 to 2393 kg/cm3 with the expansion of polypropylene fiber. The expansion of waste polypropylene fiber builds the quality of Fiber Reinforced Concrete (FRC) for all restoring ages in a specific way. From that point forward, there is a sudden decrease in the quality of the Fiber Reinforced Concrete (FRC). The expansion of 0.5% polypropylene fiber is suggested for the most extreme quality with least coefficient of weakness. The expansion of 0.5% waste polypropylene fiber increment the compressive quality around 10% and 17% split rigidity of the Fiber Reinforced Concrete (FRC)
polypropylene fiber, Fiber Reinforced Concrete, compressive, tensile strength
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