The load-bearing structure of the bridges consists of a continuous steel beam system with a composite reinforced concrete slab. In the cross-section, the superstructure is formed by two steel girders with an additional cast-in-place monolithic composite slab. The bridge foundations are deep foundations on bored large-diameter piles. On the right side of the abutment, a reinforced concrete retaining wall is connected, stabilising the adjacent slope. On the left side of the abutment, a reinforced and stabilised slope is designed to support the toe of the railway embankment. The bridge is located in a gentle left-hand horizontal curve. The transverse slope of the bridge follows the crossfall of the carriageway on the main route and is one-sided. Each superstructure consists of two main welded steel girders. The girders are composite with a reinforced concrete deck slab. The main girders have an asymmetrical cross-section. The centre-to-centre spacing of the main girders is 7.0 m. The girders are designed as full-depth welded plate girders. At the supports on abutments and piers, the main girders are interconnected by steel plate cross beams with a symmetrical welded I-section profile. The span length is 229.80 m and the total bridge length is 250.25 m.
