“…In order to understand the potential environmental advantages and disadvantages related to the use, 10 in wearing courses, of low-temperature asphalt mixes with and without RAP content, the reference 11 pavement structure ( Figure 2) constituted by layers made of conventional HMA without RAP content 12 was compared to four alternative structures with equal geometry, but in which the wearing course of 13 the initial structure, and subsequent M&R treatments, was made of WMA produced according with two 14 different technologies (i.e., foaming and CECABASE ® additive) to lower the manufacturing 15 temperature, and with and without the adding of RAP. Furthermore, the set of alternative mixtures was 16 completed with the consideration of a conventional HMA with a RAP content equal to 50%, thus rising 17 to 6 the total number of pavement sections to be analysed and compared. The inventory data required to perform a LCA study are classified into two categories: primary 4…”