The incorporation, by wet, of 10% w/w from the mixture two solid wastes, rubber waste tires and oily petroleum sludge, in proportions 15/85% (M1) 85/15% (M2) on asphalt binder CAP 50/70 (PA-M1-10 PA-M2-10) was evaluated against unmodified binder, regarding empirical properties: apparent viscosity, flux activation energy, penetration, softening point, specific mass, adhesion to stone aggregates,...
