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.
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References
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MankoZ., and MordakA.Submitting Project and Report on Trial Load of Post-Tensioned Prestressed Road Bridge over Water Plant on Water Reservoir of the Nysa Klodzka River in Topola. Scientific Research Center for the Development of Bridge Engineering MOSTAR, Wroclaw, Poland, 2002.
MankoZ., and MordakA.Static Load Tests of Post-Tensioned Pre-Stressed Concrete Road Bridge Located over a Water Reservoir. In Proc., International Symposium on Innovation & Sustainability of Structures in Civil Engineering—Including Seismic Engineering, Nanjing, China, Nov. 20–22, 2005, pp. 1028–1041.
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MordakA., and MankoZ.Research Under Dynamic Loads of Post-Tensioned Prestressed Concrete Road Bridge Situated over Reservoir Water Plant. Proc., International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Tongji University, Shanghai, China, Nov. 28–30, 2007, pp. 843–855.
