- Executed the controlled lowering of the 180‑tonne counterweights from the old Bridgewater Bridge.
- Ensured no adverse loading on the remaining bridge structure during deconstruction.
- Delivered a safe, engineered, and sequenced operation using L180 strand jacks.
- Maintained structural integrity and met environmental protection requirements throughout.
Key Methodology Steps
- Offsite commissioning and site preparation
- Pre‑assembly and installation of strand jacking components
- Installation of top anchor frames, L180 jacks, and lower support frames
- Threading strands and full system commissioning
- Pre‑loading and header beam cutting (by HBJV)
- Controlled lowering of counterweights and load transfer
- Removal of jacking equipment