| Project | Railway Bridge No. 10, Israel |
| Location | High – speed Railway Alignment A1 to Jerusalem, Israel |
| Investor | Israel Railways, Israel |
| Client | TERRE ARMEE Ltd., Israel |
| Expert | PIPENBAHER CONSULTING ENGINEERS |
| Special Services | Computational fluid dynamics (CFD) analysis |
| Bridge Dynamic Wind Analysis | |
| Length | 975 m |
| Span arrangement | 2x50+55+60+85+3x125+85+60+55+2x50 = 975m |
| Total width | 12.50 – 16.20 m |
| Net area | 13 900 m2 |
| Pier height | Up to 86.50 m |
| Type of foundations | Deep on wells, diameter 14 m |
| Superstructure | Prestressed concrete box girder |
| Construction technology | Balanced cantilever method / Incremental launching method |
