Abstract
The following parameters of Hungarian semi-rigid pavement sections were analysed statistically and compared to the country-wide average values: availability in different counties, age of wearing course, total asphalt pavement thickness, base course type, equivalent thickness of pavement structure, subgrade CBR-value, pavement condition, traffic size, life time. Some characteristics of the deterioration process of the semi-rigid pavement structures, especially of those connected with transversal reflexion cracking were determined. (A) The German title of this article is: Halbstarre Oberbauen auf Hungarischem Strassenetz.