A platform for research: civil engineering, architecture and urbanism
Illustrated description of grade elimination bridges for Connecticut's superhighway; Fountain St. Bridge is skewed reinforced concrete arch with wing-walls supported on columns; crossing over Route 69 is carried on two-span welded, continuous girder, and Dix-well Ave bridge is all welded 126-ft deck plate girder span designed for composite action with concrete slab; major considerations affecting design of these and other structures are outlined.
Illustrated description of grade elimination bridges for Connecticut's superhighway; Fountain St. Bridge is skewed reinforced concrete arch with wing-walls supported on columns; crossing over Route 69 is carried on two-span welded, continuous girder, and Dix-well Ave bridge is all welded 126-ft deck plate girder span designed for composite action with concrete slab; major considerations affecting design of these and other structures are outlined.
Design of Wilbur Cross parkway bridges
Eng News-Rec
Willis, J.F. (author)
Engineering News-Record ; 136
1946
6 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Design of wilbur cross parkway bridges
Engineering Index Backfile | 1946
|Engineering Index Backfile | 1941
Beauty of design sought in Queens parkway bridges
Engineering Index Backfile | 1933
|Concrete spiral stairway connects parkway bridges
Engineering Index Backfile | 1946
Concrete spiral stairway connects parkway bridges
Engineering Index Backfile | 1946