Steel was selected for the new bridge because of its high strength to weight ratio, which permitted a shallow construction depth and minimised the total weight to be slid into position. The low self-weight also minimised foundation works adjacent to the existing rail line. This bridge was the first UK steel bridge to be designed for the next generation of 225 Km/hr trains, and was completed late in 2000.
|
Structural Engineer |
Cass Hayward LLP |
|
Steelwork Contractor |
Cleveland Bridge UK Ltd. |
|
Main Contractor |
Skanska Construction UK Ltd. |
|
Client |
Railtrack plc |