New Svinesund Bridge

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New Svinesund Bridge New Svinesund Bridge Contract Period 1999-2005 The New Svinesund Bridge is the new bridge link on the European highway E6 on the border between Norway Completion and Sweden. It crosses the Iddefjord in the south of 2005 Norway with a ship channel of 55 x 70 m. The main Construction cost bridge consists of a slender, central concrete arch with a NOK 500 mill span of 247 m and suspended steel box decks on each side with a typical span of 26 m. The approach viaducts Services rendered on each shore consist of centrally located columns and · Competition proposal in co- twin steel box decks on each side with a typical span of operation with Lund & Slaatto 75 m (fig. 2). The total length is 704 m. The bridge was Arkitekter A/S opened as a part of Norway’s celebration of 100 years · Extended Prel. Design incl. as an independent country. static and dynamic wind and seismic analyses · Tender Documents · Construction follow-up Client Norwegian Public Roads Administration/ Vegverket Sweden New Svinesund Bridge, cont’d The competition concept made by Lund & Slaatto / In the same way as the bridge deck Aas-Jakobsen used a basic idea of equality in main span, the bridge deck in the between two countries implying that an arch approaches is tied down directly to structure was suitable. We wanted it to be as the columns without visible underlay slender as possible and with the arch as a centre supports. This give an elegant flow placed structure, with the bridge deck tied to the look of the bridge, when it is seen arch, not only supported. This lead to several from the side and from below. design and construction challenges. The construction technique was The arch has considerable 2. order effects like described by Aas-Jakobsen to be with out-of-plane buckling, but is in fact supported by cantilever scaffolding system with the bridge deck it supports itself, making them temporary support towers for the symbiotic dependant on each other. arch, and incremental launching for the viaducts. The material transport was supposed to be by a cable crane with tiltable towers. These methods were also used by the Contractor. .
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