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Report on construction of steel truss combined bridge in Central California, comprising center cantilever span 630 ft long, two spans 497 ft long, three truss spans 282 ft long, and two spans 141 ft long; material handling problem; procedure for erection of superstructure.
Report on construction of steel truss combined bridge in Central California, comprising center cantilever span 630 ft long, two spans 497 ft long, three truss spans 282 ft long, and two spans 141 ft long; material handling problem; procedure for erection of superstructure.
Construction of pit river bridge
Civ Eng (NY)
Snell, R.M. (author)
1941
4 pages
Article (Journal)
English
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