| 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 |
