Delivering Innovation
The pedestals support saddles, which in turn carry the bridge’s suspension cables just before they dive down into their anchors in the river’s bank. Roller bearings between the pedestals and saddles should allow for movement due to traffic loading and thermal contraction and expansion, but the bearings had seized, causing stresses to transfer to the cast iron and cracks to form.
One of the first tasks was to remove the cast iron panels around the pedestals – around 60 for each pedestal, each weighing two-three tonnes. They have been lifted out one-by-one and carefully labelled and stored for restoration. Blast cleaning and painting of the remaining cast iron and steelwork followed, with concrete then poured into the hollow pedestals.
“Using extensive concrete trials to achieve the bespoke specification has been the biggest technical challenge on the project,” says FM Conway contracts manager Craig Mason. “Since there is no access to install bars within the pedestals, steel fibres, as well as rebar, were both chosen to reinforce the concrete and ensure the necessary strength was achieved.”
To get the mix right, a 1:1 scale mock-up of the pedestal was built to trial and test different concrete mixes over the first six months of the contract. Samples from the trial have been tested, with the distribution and orientation of the fibres in the hardened concrete receiving special attention.
Bespoke oval hydraulic jacks have been designed to raise to saddle off the pedestals so that new elastomeric bearings can be installed. Temporary steel frames, through which horizonal restraint forces will be transferred, will be installed around each pedestal using cranes positioned on the riverbanks.