Reuse of glass waste in concrete industries in India is not broadly developed, while its application in concrete-based products can sustain that faces the solid waste management and the greening of the environment. To enhance sustainability of concrete manufacturing industry , recycle waste glass is replaced by fine aggregates .Replacement is in predetermined percentage and range. Sand consumes around 20 to 27% of concrete by volume, thus playing an important role in fresh and hardened properties of concrete (Neville, 1995). Concerning Economical vision and Sustainable Environmental perspectives incremental rise in interest in waste glass as fine aggregates . According to( Turgut and Yahlizade, 2009 ) UK produces over three million tons of waste glass annually. As per report of Central Pollution Control Board, 2000 India total urban waste contains 0.7% of glass .The purpose of this study is to evaluate properties of Concrete mixes containing waste glass as fine aggregate in varying percentages in Concrete mixes in both fresh and hardened states and find the optimum dosage of FWGA in which higher compressive strength, flexural strength and fatigue life of structures can be achieved
