Design
The bridge of the total length of 159.5 m with 3 spans of lengths 35.1+84.8+36.0 m is formed by a two cell box girder that is stiffened by a central wall protruding above the carriageway. The bridge carries local highway situated on one side of the wall and pedestrian and cyclist’s traffic situated on another side of the wall.
SHP: design for construction permission
bid design