The locality of the bridge has linear parts and parts with 90 skew. The seismicity can reach 8 points. The width of the bridge is 8m plus two 1.5m-wide footpaths. The total length between the abutments is 94.09m. The bridge has 26.8+33.0+26.8m span.

The superstructure is continuous prestressed reinforced concrete monolithic beam. The cross section has two monolithic ribs, connected with monolithic deck.

The piers are monolithic with pile foundation. The pile foundation consists of vertical driving prismatic reinforced concrete piles with 35x35sm cross section that abut on the semisolid clays. The piers are monolithic and have uniform cross section with rectangular shape and curved sides.

Type of works done: detailed design

Year of completion: 2010