This study was limited to thin asphalt mixtures with a maximum thickness of 30 mm, which means that surface dressings or slurry seals were outside the scope of the project. Neither were top layers of double-layer porous pavements considered as TAL, even though such top layers often are 20-30 mm thick. Mix design and optimization was the subject of another study in this project and is therefore not treated here. The main conclusions are that the application of TAL is certainly worthwhile, in particular asa renewable “skin” of a stable road construction having sufficient bearing capacity. The skin serves road users’ need for sufficient skidding resistance and other important functions.