The load-bearing steel structure of the bridge consists of nine plate girders connected by end cross beams. The main load-bearing system of each bridge is formed by continuous I-shaped plate girders. In the cross-section, there are a total of nine girders. The girders are grouped in threes into assembly units. The girder webs are stiffened with vertical stiffeners.
The load-bearing structure is supported by reinforced concrete abutments, the width of which corresponds to the variable width of the bridge. The substructure consists of end abutments on which the superstructure is supported by sets of three bearings. The bridge foundation is designed as a deep foundation on large-diameter piles.
Weight of the steel structure: 198 tonnes
Length of the steel structure: 48.24 m