The asymmetric semi-integral structure of the pedestrian overpass with the spans of 37.0 and 17.5 m respectively adapts to the relief of the environment through the sequence and shape of the supports and the lengths of spans.
The superstructure is a slab girder with variable height of 1.2 m at both ends to 3.6 m at the connection with the middle inclined pier, rigidly connected into the foundation that follows the incline of the cut slope in a way that also enables the connection with the higher end of the superstructure. This 16.0 m long strip foundation is anchored into compact limestone base, and consequently the fixed point of displacements is located here.