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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-Engineers. According to the results obtained, it was possible todoi:10.37624/ijert/13.10.2020.2647-2650 fatcat:wspaprt7yfeefigrshbdveazty