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The abutments were also designed to accommodate the temporary steelwork system within a series of fabricated beams through the wall stem and post tensioned anchorages onto the locally strengthened base slab. The slide system was supported on reinforced concrete bases lifted into position in advance of the slide. The total weight of the slide was approximately 5500T. In addition a monitoring and adjustment system was also installed at deck level to facilitate the adjustment of the deck both during the slide and to achieve the correct deck alignment.
The second structure was installed during a two week closure of the railway. The bridge comprised an RC portal frame deck and abutments with integral wingwalls founded onto the river terraced gravels. The bridge deck has an 18m span with a 15º degree skew. This 3500T structure was also cast along side the embankment prior to its slide installation during a cut and fill operation.
TGP was responsible for the design of the permanent works for both bridges along with the temporary works for the installation. The scheme was developed closely with the contractor during the design phase. |