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Design of eight-lane long span orthotropic steel plate deck girder bridge to cross Mississippi, between East St. Louis and central business district of St. Louis is described; three-span tied arch truss was selected as most suitable of double-level structures; spans of 300, 500, 600, 500 and 265 ft were used for five-span, 2165-ft continuous structure; deck deflection under wheel loads especially in connection with wearing surface design is discussed; girder sections over channel piers are 70 ft in length and weigh 113 tons; other girder sections weigh as little as 54 tons.
Design of eight-lane long span orthotropic steel plate deck girder bridge to cross Mississippi, between East St. Louis and central business district of St. Louis is described; three-span tied arch truss was selected as most suitable of double-level structures; spans of 300, 500, 600, 500 and 265 ft were used for five-span, 2165-ft continuous structure; deck deflection under wheel loads especially in connection with wearing surface design is discussed; girder sections over channel piers are 70 ft in length and weigh 113 tons; other girder sections weigh as little as 54 tons.
Poplar street bridge
Am Inst Steel Construction -- Eng J
Shields, E.J. (author)
1964
11 pages
Article (Journal)
English
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