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Procedure followed in replacing obsolete swing span with lift span at Broadway crossing of Harlem River in New York City; swing span was floated out and new lift span floated in: change was made in 72 hr; new 3 span double deck structure comprises 304 ft long main vertical lift span, weighing 2500 tons, and 2 tower spans; lower deck will carry 6 highway lanes and upper deck will continue to carry subway; 2 Warren type trusses of main span are made of silicon steel; erection of steel towers and piers.
Procedure followed in replacing obsolete swing span with lift span at Broadway crossing of Harlem River in New York City; swing span was floated out and new lift span floated in: change was made in 72 hr; new 3 span double deck structure comprises 304 ft long main vertical lift span, weighing 2500 tons, and 2 tower spans; lower deck will carry 6 highway lanes and upper deck will continue to carry subway; 2 Warren type trusses of main span are made of silicon steel; erection of steel towers and piers.
Lift-bridge replaced under traffic
Civ Eng (NY)
Collard, A.A. (Autor:in)
1961
4 pages
Aufsatz (Zeitschrift)
Englisch
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