The road connecting Puente Nacional – Barbosa, presents an imminent need to mitigate the difficulties to travel due to the current state of the pavement, this article presents the structural evaluation of K0+000 to K1+500 according to the methodology proposed by the AASHTO (American Association of State Highway and Transportation Officials) 1993, which describes the use of the Falling Weight Deflectometer (FWD) as a method for obtaining Resilient Modulus (MR) and Effective Structural Number (SN). Was determined Intervention required for a period of 10 years, in addition to the implementation of any analytical method to account for the states of stress and strain.