This document summarizes a study on the use of reclaimed asphalt pavement (RAP) in flexible pavement layers. The study included laboratory tests of RAP mixtures with 0%, 3%, and 5% cement added as a stabilizer. Test results showed that RAP has lower abrasion and impact values than virgin aggregates due to the protective bitumen layer. RAP also had higher moisture and bitumen content. When combined according to a job mix formula, RAP, coarse aggregates, and fine sand produced gradations meeting specification limits. Cement stabilization improved the strength properties of RAP mixtures for use in base and subbase layers.