For the experimental trial, the following aggregates were employed: coarse RA coming from concrete from a recycled pavement affected by ASR; NA used in the original concrete OC of the pavement; and innocuous fine NA.
En la campaña experimental utilizaron AR gruesos provenientes del hormigón con RAS del pavimento reciclado, AP utilizados en el hormigón de origen HO del pavimento y AP finos ino-cuos.