The parameters considered in this study were roughness, bottom-up cracking, and rutting. The results show that reductions on thickness in the asphalt layer and the cement-treaded base layer, within construction tolerances, have significant effect on pavement performance.
Los resultados muestran que reducciones de espesor de la carpeta asfáltica y la capa estabilizada con cemento dentro de las tolerancias permitidas, tienen una incidencia significativa en el deterioro prematuro de los pavimentos.