With the development of industrial society, the demand for raw material has been increasing steadily over the last decades. Linked to this development occurs the generation of residues, which in the case of copper approximately 1% of the soil is exploited and transformed into commercial copper, the other 99% become waste of the process, being deposited in containment basins, where it is estimated 90 million tons the quantity contained in the Canaa dos Carajas plant, from where the residue of this work was obtained. This leads to high construction and maintenance costs, as well as generating a hazardous environmental liability. The objective of this work was to evaluate the addition of copper mining residue in replacement of the small aggregate in CA. In the dosage design it was verified that the content of 10% of residue in substitution to the small aggregate, more precisely 7.73% (obtained by regression), as the proportion that best suited the Marshall properties, even with lower CAP content In relation to the others, fact this provided by the type of fines of the residue. In general, the measured mechanical properties were not altered by the presence of the residue, except for the fatigue data, where the 20% and 25% mixtures showed superior performance, mainly because the resilience modulus values were statistically the same. The rheological data, compared to Superpav classification, were also unchanged, as well as the coating thickness given in the simulation in the SisPav, being in the order of 5 cm. In analyzing the potential for the use of waste, a positive conclusion was reached regarding the technological, environmental and economic aspects, with the possibility of consumption of more than 1.500.000 tons in roads close to the project, besides the economy with CAP consumption and Portland cement for trace correction.
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