Aas-Jakobsen has acted as the lead consultant on the project through the architectural competition, and provided detailed planning and construction planning, as well as supervision and construction management during the construction phase with contributors from the network (Vianova Plan & Trafikk, Geovita, Electronova).
The chosen solution involved building a box girder bridge of the same type as the original, as close to it as possible, and then connecting them visually by the underside cladding. The underside cladding consists of aluminium sandwich plates which were attached to a system of steel frames fixed to the bridge structure. The columns under the bridge are round, to give the bridge a more streamlined appearance. By using minimised capitals, the columns appear to go right up into the deck, even though there is actually room for two bridge bearings at the top.
The project involved several technical challenges, such as pile driving with friction piles immediately adjacent to existing floating pile groups, replacing columns, minimising capitals, low box section heights, and only two expansion joints, as well as a specially developed and modified underside cladding. All the challenges were resolved extremely well, thanks to the excellent teamwork between the Consultant, Client and Contractor.
Jarle Rønvik
Direktør Bru
jar@aaj.no
+47 928 46 933
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