The article presents a prototype steel–concrete bridge with the results of trial load tests. In the design of the structure, new approaches were used, the so-called concept of a hybrid cross section. The obtained results were interpreted against the background of theoretical analysis performed and the experience of the behavior of the existing standard bridge structures. The obtained results are to be the starting point for the development of methods of calculating this type of structure, with particular emphasis on the degree of cracking of the concrete part of the structure. The paper is intended to be a starting point for demonstrating that it is possible to calculate longitudinal shear in the fatigue limit state (of steel dowels) differently than in the fully cracked section. Similarly, it is supposed to be a point of discussion on how to perform a global analysis of hybrid systems.

Solutions using rolled sections instead of plated beams are strongly developed in Poland [1‐7]. One of the ideas is to use rolled sections HL1100 out of S460 steel for span region and variable height of girder at the piers (using different composite solutions) what has become a standard bridge type for continuous min. 3‐span bridges with internal spans range 50‐60 m. It took less than 10 years to come from the idea to standard market product. Appropriate R&D works have been carried out. The idea of using rolled section leaded to implementation of the double‐composite action and composite dowels and this way new structural forms of bridges appeared in Poland. The driving force for innovation in composite bridges in Poland is the design‐and‐build formula, international collaboration, open‐minded (not so conservative) young engineers and good economy for bridge market in Poland nowadays. In the paper applications of the considered solutions are presented.