PURCHASER:
Grad Ogulin
TYPE OF DOCUMENTATION:
Final Design, Detailed Design
DESCRIPTION:
The plan is to reinforce the Vražji Prijelaz bridge substructure (abutments and piers) in such a way that reinforced concrete reinforcements in longitudinal direction and expansions in the transverse direction of the bridge be carried out around them, which will provide support for the expansion of the ribbed span structure of the bridge and will enable satisfactory load-bearing capacity and durability of the repaired bridge. The bridge is 52.8 m long and has 8 spans of 6.6 m. The width of the bridge pavement is 5.5 m. One footway with a clear span of 1.5 m is planned on the south side of the pavement. The total width of the bridge ribbed span structure is 8.0 m.