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To be adaptable for highway and other bridge foundations involving water crossing and unstable soil, center pier for railroad bridge over Rochers River at Mile 5, Quebec, Canada was constructed on reinforced concrete foundation, 22 ft below low water surface and 9 ft below riverbed, 24 ft × 50 ft × 6 ft deep; pier is supported on 90 12 × 12 in. end bearing piles; all outside piles were driven on batter of 1:4; structural foundation details showing how batter piles were placed in relation to cofferdam.
To be adaptable for highway and other bridge foundations involving water crossing and unstable soil, center pier for railroad bridge over Rochers River at Mile 5, Quebec, Canada was constructed on reinforced concrete foundation, 22 ft below low water surface and 9 ft below riverbed, 24 ft × 50 ft × 6 ft deep; pier is supported on 90 12 × 12 in. end bearing piles; all outside piles were driven on batter of 1:4; structural foundation details showing how batter piles were placed in relation to cofferdam.
Novel cofferdam scheme saved money with batter piles
Roads Streets
Zorzi, J. (author)
Roads and Streets ; 102
1959
Article (Journal)
English
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