The aim of this paper is to show the results obtained with the adoption of deflectometric controlduring the construction process of two experimental sections located in the state of Santa Catarina, Brazil.Deflection basins were measured in all layers of the pavement structure built, using Benkelman beam. Dynamictriaxial testing was conducted to determine the resilient behavior of the materials used in the construction. Withthe use of the Kenlayer program, load application was simulated directly upon the subgrade, the base courseand the surface course, thus simulating the measure of deflections in each layer built during the constructionprocess. Such modeling verified that the modulus values and the deflections calculated were identical to thefield values. The work conducted shows that deflection control during the construction process, associated withmechanistic analysis, constituted a valuable procedure for the analysis and certification of the pavement structureconstructed.
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