A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Construction of piers and superstructure for bridge to replace ferry service 30 mi north of Sydney; superstructure steel-work includes two 440-ft truss spans, one 45-ft and eight 90-ft plate web girder spans, and eight 40-ft rolled steel joist spans; Sydney abutment and Pier I are founded on sandstone; Pier 2 is built on open dredged caisson 250 ft below high water level; Piers 3-12 are founded on reinforced concrete piles. Before Instn of Engrs, Australia. See also Engineering Index 1953 p 134.
Construction of piers and superstructure for bridge to replace ferry service 30 mi north of Sydney; superstructure steel-work includes two 440-ft truss spans, one 45-ft and eight 90-ft plate web girder spans, and eight 40-ft rolled steel joist spans; Sydney abutment and Pier I are founded on sandstone; Pier 2 is built on open dredged caisson 250 ft below high water level; Piers 3-12 are founded on reinforced concrete piles. Before Instn of Engrs, Australia. See also Engineering Index 1953 p 134.
Hawkesbury river high bridge, N.S.W.
Dock Harbour Authority
Shepley, A.R. (author)
1954
4 pages
Article (Journal)
English
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