The two-span bridge is formed by a continuous beam of a variable depth, which is fixed into the end abutments. While bridging the river is square, the crossing with the canal is skew. Therefore, the middle wide pier has a trapezoidal plan. The bridge span across the river has a channel cross-section; the edge beams have a variable dept and width that continuously widens from the center of the bridge to the abutments. The bridge over the bypass has a solid slab cross-section of variable depth.