Reclaimed Asphalt
According to the standard, the use of RAP for SMA is permissible. The types, quantities, and requirements for RAP to be used in SMA mixes should be specified in an NAD appropriate to the intended use.
RAP should be classified according to EN 13108-8 and should conform to the relevant requirements for a particular application.
The maximum size of a particle in RAP cannot be larger than size D of the SMA mix. The quality of aggregate in RAP cannot deviate from the requirements for a new aggregate to be used in a given SMA.
When the used RAP contains road binder (unmodified) and when the binder added to the mixture is road binder then additionally one of two values should be determined: either the penetration at 25°C or the softening point (R&B) of a mixture created by combining the recover...
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