Project | Railway Viaduct Vinjan, Slovenia |
Location | Second track of the Divača - Koper Railway alignment, section Črni Kal – Koper, Slovenia |
Investor/Client | Ministry of Infrastructure, Slovenian Infrastructure Agency |
Expert | PIPENBAHER CONSULTING ENGINEERS |
Special Services | Computational fluid dynamics (CFD) analysis |
Bridge Dynamic Wind Analysis | |
Length | 620.0 m |
Span arrangement | 60.0+ 80.0 + 4 x 100.0 + 80.0 = 620.0 m |
Total width | 9.60 m |
Pier height | Up to 55.0 m |
Type of foundations | Deep on wells, diameter 10 m, depth 12.0 - 36.0 m |
Superstructure | Prestressed concrete box girder |
Construction technology | Balanced cantilever method |