A precise engineering design may save considerable investment as well as reliable performance in highway can be achieved. A good design of Bituminous mix is expected to result in mix which is strong, durable, rutting resistance, at the same time environment friendly and economical. Use of asphalt material and its mixture are used to improve the durability and performance of pavements. In this project work the main objective is to compare the results obtained by the fillers Quarry dust, M-sand and partial replacement of coconut shell charcoal. From that we can achieve a perfect combination so that it can be used as a filler for improving quality and durability of roads. Therefore, aggregate gradation taken as per MORTH 5th revision and the binder content used is VG30 grade. For minimizing the cost and increasing efficiency different waste materials are used as fillers, coconut shell charcoal powder is one among them. It possesses properties such as resistance to crushing, resistance to freezing, surface moisture etc. stability flow parameters and air void ratio are compared among the fillers. Marshall test method is used for carrying out this project.

Index Terms - Bituminous Concrete Mix, Coconut Shell Charcoal, M-Sand, Marshall test, Quarry dust.