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John E. Mathews bridge, Jacksonville, Fla
Bridge over St. Johns river consists of cantilever span over Terminal Channel, 810 ft long flanked on either side by 405-ft anchor span; west approach is deck plate girder; three spans in east approach are trusses, other spans are identical with those of west approach; bridge has two 24-ft roadways; foundations consist of H-piles; deck consists of 7-in. reinforced concrete slab; static calculation considered occurrence of hurricane. (Separate)
John E. Mathews bridge, Jacksonville, Fla
Bridge over St. Johns river consists of cantilever span over Terminal Channel, 810 ft long flanked on either side by 405-ft anchor span; west approach is deck plate girder; three spans in east approach are trusses, other spans are identical with those of west approach; bridge has two 24-ft roadways; foundations consist of H-piles; deck consists of 7-in. reinforced concrete slab; static calculation considered occurrence of hurricane. (Separate)
John E. Mathews bridge, Jacksonville, Fla
Am Soc Civ Engrs -- Proc
Quade, M.N. (author) / Lee, R.S.M. (author)
1953
25 pages
Article (Journal)
English
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