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Structural steel support system at a construction site, with red steel beams forming a reinforced framework. The setup includes angled support struts bolted into place for stability, with chains hanging from the top beam to help distribute weight.

A66 Column 20B

VolkerLaser was contracted by Middlesbrough Council to undertake concrete repairs and bearing replacement on the A66 in Middlesbrough.

A front view of a temporary structural support setup under a concrete structure, featuring red steel beams arranged in a rectangular frame with bolted connections. Diagonal metal struts reinforce the structure, connecting the red framework to the upper support beam.

What we did

Situated in Middlesbrough, the A66 flyover, located near the railway station, is a major road in Northern England providing access in and out of the town. During an initial inspection undertaken, critical water damage was identified, particularly affecting Column 20B, a key structural beam. The inspection revealed that the bearings had ceased to work, restricting the bridges movement, causing detrimental stress to the adjacent beam. As a result, it was therefore essential to undertake structural repairs to extend the lifespan of the flyover. 

Our specialist team was responsible for the design and installation of two sets of temporary works - one to support the beams during repairs and another to support the bridge for jacking to facilitate bearing replacement and strengthening of Column 20B.  

The project involved a series of complex procedures to ensure the main structure of the A66 flyover remained operational. Initial works began with the installation of temporary works to accommodate extensive beam removal. The beams were intentionally weakened using hydro-demolition, which removed the old and damaged concrete. 

An interior view of a construction site under a concrete structure, showing columns and large arched beams supporting the ceiling. The floor is partially flooded, reflecting parts of the structure, while rubble and debris are scattered across the ground.

Once hydro-demolition works were complete, the team began to execute a complex tandem beam pour, pumping 4m² of concrete into two bespoke suspended formworks.  

With the beams structurally stable, the team constructed new temporary works to lift the bridge up by 1.5 millimetres to replace the old bearings and repair the column. 

Certified by Corrosion Prevention Limited, our expert team carried out galvanic protection works to rehabilitate the structure, this included installing sacrificial anodes into the beams and bridge to reinforce the new and old concrete and the steel reinforcements within, to protect further corrosion.  

Due to the nature of the project, traffic management was required. Several short-term night closures were implemented during the jacking and de-jacking operations along with the beam concrete pours. For the rest of the project, partial lane closures were put in place to ensure minimal disruption to traffic flow.  

The project was completed at the end of September 2024.