This research presents the potential of combined carbon capture alongside compressive strength improvement in carbonated lime treated kaolin clay, and determines the suitability of the strength improvement for application to capping layer in road pavement. Using combined modification and carbonation treatment at controlled air voids, 4.7%-10% calcium carbonate was determined in kaolin treated with 4-8% calcium hydroxide contents in samples at 10% air voids. Strength increase was achieved in carbonated lime-treated kaolin from 170 kPa to 280 kPa compared with soaked non-carbonated lime treated kaolin, which shows significant increase of approximately 65%. This method of combined modification and carbonation in lime treated clay has the potential to capture carbon alongside improving the strength of the weak kaolin, and could be effectively used for combined carbon capture and road pavement functions.