A platform for research: civil engineering, architecture and urbanism
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 Roads and Streets v 90 n 1 Jan 1947 p 59-61)
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 Roads and Streets v 90 n 1 Jan 1947 p 59-61)
Two additional pavement lanes for George Washington bridge
Engineering Index Backfile | 1947
Contractors revamp George Washington bridge
Engineering Index Backfile | 1960
George Washington bridge: Design of superstructure
Engineering Index Backfile | 1933
|George Washington Bridge: Design of towers
Engineering Index Backfile | 1932
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