The topic 'Overpass' of this is related to the course bridges, where an overpass will be designed over a depression where the Local Road is located. The overpass consists of three spans, where the available building assembly is a continuous slab of reinforced concrete girders as the optimal solution. The structure relies on abutments and columns that are also reinforced concrete, and their foundation is shallow. What is important is to weaken on elastomeric bearings that are swivel, more precisely they are allowed to rotate. On the span itself, there are two traffic lanes, two pedestrian paths or a sidewalk, as well as a protective fence and a fencing fence. For a very good visual appearance of the overpass, a wreath (edge protrusion) is provided, which gives a good picture of the same. Each individual part of the Construction is described in more detail in the technical description, then the static calculation from the Tower program, and the dispositions from the AutoCad program. The paper consists of: - technical description - basic static calculation of span assembly - dimensioning of the most loaded cross-sections of the span assembly - sketch of span armature - dispositional drawings in overview scales - literature