STATIC LOAD TESTS OF POST-TENSIONED PRE-STRESSED CONCRETE ROAD BRIDGE LOCATED OVER A WATER PLANT ON A WATER RESERVOIR

摘要

The paper is presented the results of tests performed on four spans of a post-tensioned pre-stressed concrete road bridge located over a water plant on a water reservoir on the Nysa Klodzka river in Topola under statical load. The spans were especially designed for B class loads (400 kN) according to the Polish Standards. They underwent a whole range of research, which included testing bridge deck plate deflections and strains under trial static and dynamic loads. The tests were performed on October 28, 2002.