The state of South Carolina currently utilizes 15% reclaimed asphalt pavement (RAP) in its recycled mixtures. It is not known whether the material properties of stripped asphalt pavement would facilitate higher RAP percentages and reduce further stripping. In this research project, procedures were established for determining whether an asphaltic concrete mixture has been moisture damaged and, if so, to what extent. In addition, the feasibility of increasing the amount of RAP in moisture-damaged recycled mixtures used for a binder course, and the effects of various aggregate and asphalt cement sources used in mixtures containing recycled moisture-damaged materials were evaluated.