Combinations 1, 5, 6, 8, 9 and 18 which corresponds to fatigue laws from the US Army Corps of Engineers, Transport and Road Research Laboratory, Illinois-Department of Transportation, Minnesota 1998, Indian and English models, respectively, as per the two structures and two modulus values assessed, required higher asphalt layer thicknesses greater than 18 cm to meet design criteria.
Las combinaciones 1, 5, 6, 8, 9 y 18 correspondientes a las leyes de fatiga de US Army Corps of Engineers, Transport and Road Research Laboratory, Illinois- Department of Transportation, Minnesota 1998, Indian model e Inglesa respectivamente, para las dos estructuras y los dos valores de módulo evaluados, requieren espesores de carpeta asfáltica altos mayores a 18 cm para cumplir con los criterios de diseño.