In the present work, a procedure is carried out for the design of flexible-type structure pavements in a military installation, for which the particularities related to the typical traffic along the roads and access areas have been taken into consideration of these entities, within Colombian territory.For the modeling of the pavement structures, three design methodologies were used: the AASHTO method (Version 1993), the MS-23 Manual "Thickness Design Asphalt Pavements for Heavy Wheel Loads", developed by the North American Asphalt Institute for the design of flexible pavements with heavy loads, and the software Pavement-Transportation Computer Assisted Structural Engineering PCASE developed by the Transportation Systems Center & Engineering Research and Development Center of US Army Corps Engineers.According to the results obtained, it was possible to determine the typical sections of pavement structures made up of asphalt folder and granular base, for two different conditions of bearing capacity of the subgrade; these designs, which can be implemented for the solution of pavements in military installations within the Colombian territory