Challenges and Solutions
The strengthening works were initially planned for just span three of the bridge, and included removing and replacing the bridge deck waterproofing, strengthening the concrete bridge deck and renewing the footway paying and road surfacing to ensure the continued structural integrity of the bridge. Once work started however, our team soon realised this was a bigger job than expected.
Project Manager, Toby Allen explains: “Once the asphalt was removed it was clear that the area of strengthening needed to be increased not only in span three but also the adjoining span two. The extent of the works increased from 84m2 to 160m2.”
The team also discovered that the centreline crown and camber was not formed by asphalt but by the bridge deck itself, requiring precision concrete to be poured at various different levels. The new concrete bridge deck needed to be reinforced and connected to the existing deck below. To achieve this, long L-bars were fixed into the beams under the bridge and two layers of steel reinforcing bars were laid in a mesh-lie formation. The new concrete was then poured around the reinforcement.
Our kerb line was removed, along with the existing waterproofing membrane, so the whole bridge deck could be waterproofed using a spray applied two-part system.