| Project | Pelješac Bridge, Croatia |
| Location | Highway Split – Ploče – Dubrovnik, Croatia |
| Investor/Client | HRVATSKE CESTE d.o.o., Zagreb, Croatia |
| Expert | PIPENBAHER CONSULTING ENGINEERS |
| Special Services | Computational fluid dynamics (CFD) analysis |
| Bridge Dynamic Wind Analysis | |
| Coordination of wind-tunnel tests | |
| Wind protection design | |
| Navigation channel | 200 x 55 m |
| Length | 2404.0 m |
| Span arrangement | 72.0 + 96.0 + 118.0 + 203.5 + 5 x 285.0 + 203.5 + 118.0 + 96.0 + 72.0 = 2404.0 m |
| Total width | 23.60 m |
| Total pylon height | 82.5 – 98.0 m |
| Type of foundations | Deep on driven steel piles, D = 2.0 m, length up to 124 m |
| Superstructure | Steel orthotropic superstructure |
| Construction technology | Balanced cantilever method |
