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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 similar descriptions in Eng News-Rec v 110 n 8 Feb 23 1933 p 239-41)
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 similar descriptions in Eng News-Rec v 110 n 8 Feb 23 1933 p 239-41)
Burrard Bridge, Vancouver
Engineer
Grant, J.R. (author)
Engineer ; 155
1933
Article (Journal)
English
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