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Two additional pavement lanes for George Washington bridge
Illustrated description of methods employed in paving center section of 3500-ft suspension bridge over Hudson River at New York City; contractors employed special finishing equipment and placed ready mixed concrete; precast inverted mortar pans served as forms; consideration of sag under dead load. (See also Concrete v 55 n 1 Jan 1947 p 16-7, 37)
Two additional pavement lanes for George Washington bridge
Illustrated description of methods employed in paving center section of 3500-ft suspension bridge over Hudson River at New York City; contractors employed special finishing equipment and placed ready mixed concrete; precast inverted mortar pans served as forms; consideration of sag under dead load. (See also Concrete v 55 n 1 Jan 1947 p 16-7, 37)
Two additional pavement lanes for George Washington bridge
Roads Streets
Roads and Streets ; 90
1947
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Two additional pavement lanes for George Washington bridge
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