The specimens prepared with the previously described procedures were put above the support system, consisting in plain steel rods of 25 mm diameter in the ends, Figure 5. This support represents the deformation and work capacity of the crack subjected to test loads, which simulate the traffic's dynamic load.
Las probetas, confeccionadas con los procedimientos descriptos con anterioridad, se colocan sobre el sistema de apoyo materializado por varillas metálicas de acero liso de 25 mm de diámetro en los extremos, Figura 5.