Typical values of the region Guzman y Marin, 2007 were used. With the purpose of comparing results, two modulus values for the asphalt concrete were considered: 1500 MPa and 687Mpa. The lowest value represents critical conditions at high operating temperatures. Materials properties are presented in Tables 4, 5 and 6. Traffic was defined in 2.84 * 10 equivalent axles of 8.2 Ton.
Con el propósito de comprar resultados se consideraron dos valores de módulo para el concreto asfáltico; 1500 MPa y 687Mpa, el valor más bajo trata de representar condiciones críticas a altas temperaturas de servicio, las características de los materiales se presentan en las Tablas 4, 5 y 6.