International Journal of Innovative Technology and Exploring Engineering (IJITEE) ISSN: 2278-3075, Volume-8 Issue-10, August 2019 2211 Published By: Blue Eyes Intelligence Engineering & Sciences Publication Retrieval Number J94190881019/2019©BEIESP DOI: 10.35940/ijitee.J9419.0881019 Abstract: Growth in the construction industry is growing daily and the demolition of the old structure creates massive quantities of rubbles and from that 30-40% were coarse aggregate. Utilizing of coarse aggregates through recycling helps to give economic and sustainable development. The aim of this study is to achieve high compressive strength with minimum wear effect of new concrete made of recycled concrete aggregate. To achieve aim in this study has been considered high strength of concrete mix i.e.M40, M50 and M60 for compressive strength and for abrasion test, considered mix of M50 and M60. A replacement percentage for the compressive strength test was 0%(normal), 20%, 40%, 60%, and 80% while for abrasion test considering 0%, 20%, 40% and 60% replacement ratio. This research helps to use recycled concrete aggregate in construction sector. Index Terms: abrasion test, compressive strength test of RCA, recycled concrete aggregate, waste of concrete and recycling. I. INTRODUCTION The global demand for aggregate building per year is approximately. 26.8billion tonnes. This shows that in the construction industry, the aggregate has an important role. Growth in urbanization and population forecast is increasing, requiring a large amount of development of infrastructure. According to the Central Pollution Control Board (CPCB) Delhi report, a total of 48 million tons of solid waste is generated in India, of which 14.5 million tons of waste is generated from the construction and demolition sector, only 3% of waste is transferred to the embankment. Out of the total construction demolition waste, there are 40 percent of concrete, 30% of ceramics, 5% of plastics, 10% of wood, 5% of metal, and 10% of other mixtures. 70-75% aggregates are essential to the creation of concrete. Of this 60-67% is aggregate, of course, and 33-40% is fine aggregate. According to the Freedonia Group's latest investigation, world demand for construction aggregates will increase to 51.7 billion metric tons in 2019 by 5.2 percent annually. From the environmental point of view, there are emissions of 0.0046 million tons of carbon for the manufacture of natural aggregates of 1 ton while only 0.0024 million tons of carbon is created for 1 ton recycled aggregate. Revised Manuscript Received on August 05, 2019. Yash D. Chhaniyara Mr. Yash Chhaniyara was born in year 1995 in a small-town Rajkot of Gujarat. Prof. Mahesh M. Makwana He is Assistant Professor at the School of Civil Engineering at MITWPU. Prof. Dr. Mrudula S. Kulkarni She is Professor at the School of Civil Engineering at MITWPU Department of Structural Engineering at MIT Pune. Considering the global use of 10 billion tons of aggregate per year for concrete production, the carbon footprint can be intended for both the natural aggregate and the recycled aggregate. Considering the current environmental impact, one of the good options for the construction industry is recycled aggregate for economic and sustainable development. Using recycled aggregate by replacing parent concrete opens up a new path for civil industry. II. LITERATURE REVIEW In 1977, Frondistou-Yannas (2) analyzed and compared the mechanical properties of conventional concrete and concrete containing pieces of concrete from demolition waste in the place of natural coarse aggregate. The recycled aggregate concrete has a compressive strength of at least 76% and modulus of elasticity from 60% to 100% of the control mix. Akbarnezhad, K. C. G. Ong, C. T. Tam3, and M. H. Zhang (3) found that the properties of RCA and compressive strength of RAC were observed to be mainly affected by the mortar content of RCA. The mortar content of RCA was depending on the size of the natural aggregates in the parent concrete. III. OBJECTIVE The objective of this research to achieve high strength and more durability against environmental effects. The concrete mix was produced with 0%, 20%, 40%, 60% and 80% replacement of natural coarse aggregate with recycled concrete aggregate for multiple grades such as M40, M50 and M60. Development of high-strength-durable concrete with RCA for structural applications. IV. METHODOLOGY For the various mix proportions, the materials were used as per standard specifications and its specifications given below. Ordinary Portland cement 53 grade, from a single source had been used throughout the investigation. The physical properties of the cement which conformed to Indian Standard IS 12269-2013 are listed in Table 1. The admixture used as per IS 9103-1999. The natural coarse aggregate used in size of 10mm and 20mm. with hammering on cube the RCA take it out in size of 10mm and 20mm. Design mix to be carried out according to IS 10262 - 2009 standards. Concrete cube compression test performing as per IS 516-1959. Curing and testing of concrete specimens were performed in college laboratory only. Achieve High Compressive Strength and durability of Concrete Made from Recycled Concrete Aggregate Yash D.Chhaniyara , Mahesh.M.Makwana, Mrudula S. Kulkarni