This paper presents the results of field load tests on four spans of a post-tensioned, prestressed concrete road bridge over a reservoir water plant on the Nysa Klodzka River in Topola, Poland, under static loads. The spans were especially designed for B-class loads (400 kN) according to Polish load standards. They underwent a whole range of research, which included testing bridge deck slab deflections under trial static (and dynamic) loads. The tests were performed on October 28, 2002.
Static Load Tests of Posttensioned, Prestressed Concrete Road Bridge over Reservoir Water Plant
Transportation Research Record: Journal of the Transportation Research Board
Transportation Research Record: Journal of the Transportation Research Board ; 2050 , 1 ; 90-97
2008-01-01
Article (Journal)
Electronic Resource
English
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