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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. (Autor:in)
Engineering News-Record ; 136
1946
6 pages
Aufsatz (Zeitschrift)
Englisch
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Design of wilbur cross parkway bridges
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