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This paper summarises the findings of the principal inspection and load assessment of Lambeth Bridge, which had identified a structural deficiency in the original construction of the arched steel ribs of the bridge. The design for the strengthening of the bridge involved rectification of this deficiency as well as consideration of other repairs and repainting of the bridge. The paper briefly describes the various site operations involved in the works contracts resulting in the strengthening of this landmark bridge in London.

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