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High-level highway bridge, with length of 2817 ft 6 in. between abutments; central portion consists of four deck truss spans and through-truss channel span; between abutments and steel portion of structure, bridge consists of reinforced-concrete viaducts, 353 ft long on north shore, and 1294 ft on south shore. (See also Engineer v 155 n 4020 Jan 27 1933 p 84-5 and 94)
High-level highway bridge, with length of 2817 ft 6 in. between abutments; central portion consists of four deck truss spans and through-truss channel span; between abutments and steel portion of structure, bridge consists of reinforced-concrete viaducts, 353 ft long on north shore, and 1294 ft on south shore. (See also Engineer v 155 n 4020 Jan 27 1933 p 84-5 and 94)
Burrard bridge, Vancouver
Eng News-Rec
Grant, J.R. (Autor:in)
Engineering News-Record ; 110
1933
3 pages
Aufsatz (Zeitschrift)
Englisch
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