Estudo de caso de controle tecnológico de pavimento rígido de obra aeroportuária na região metropolitana do recife
This paper aims to approach the procedures on quality control of concrete applied on paving through a study of case of an aeroportuary construction in the City of Recife. The results from the compressive strenght and flexural tensile strenght were analyzed in order to verify the meeting of the project criterias and the current standards. Besides, it is presented the correlation between the results from tests done with 7 and 28 days.