The recycled concrete aggregate has limited application as fill and subgrade material below the foundation of structures, pavement, etc. these applications are non- structural applications. However, research has been ongoing all over the world especially in Japan, China, European countries and some parts of India also, from the last 50 years in order to find the potential implement of recycled aggregates as a structural grade concrete. The research work on mechanical and durability characteristics of concrete made with recycled aggregate concrete is presented here and is one such attempt to establish the RAC as a structural grade concrete. This research work focuses on mainly four structural properties of concrete i.e. Compressive Strength, Split Tensile Strength, Acid resistance test and alkalinity resistance test In this present study the experimental concrete making without fiber and with fiber. The natural coarse aggregates are replaced with Recycled coarse aggregates at different replacement ratios. Four replacement ratios are considered in this present study 0%, 20%, 40% and 80%. Based on the results obtained it is found that on the addition of steel fibers there is an increase in almost all the structural properties of normal concrete and concrete made with recycled aggregates.