Self-compacting concrete is the development of conventional concrete that can self-compacting and flow into the no-load cracks. In this study, rice husk ash as fine aggregate is used because it has a quantity and has not been used maximally. The design of this self-assembled mixture uses EFNARC 2005 with specification 0%, 20%, 40%, and 60% as rice husk ash. The added ingredients used are superplasticizer that serve as admixture for reduving the amount of water to achieve the self-compacted concrete specifications. The results of the compression test at the age of 28 days with variations 0%, 20%, 40%, and 60% respectively are: 32.6 MPa, 32.1 MPa, 27.1 MPa, and 25.0 MPa. The result show that the more rice husk ash is used, the less the compressive strength of the concrete.