This construction project utilizes prestressed concrete and steel pylons, spanning 87 meters across 39 tracks.
The footbridge is designed as a prestressed concrete structure supplemented by a pair of steel pylons with semi-radial cables supporting the longest span of 87 m. The total length of the structure is 397.1 m with its 10 spans and it crosses 39 tracks in the area of Cheb railway station. The superstructure was produced in the casting yard and the individual segments were incrementally launched over the entire track together with the already installed pylons, which are an integral part of the superstructure.
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Nováček et al. (2025) studied this question.
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