Hardened-state behaviour of self-compacting recycled concrete (SCRC) was analysed. Recycled aggregate affects SCC basic hardened properties to a similar extent as vibrated concrete. Prediction of some of the most important hardened properties of SCRC was analysed. Correction coefficients can be used with the same accuracy in vibrated RC and SCRC. Specific expressions for vibrated RC can be accepted to predict SCRC properties.