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For bridge with 38 ft roadway, new steels and composite construction feature main crossings with spans of 304-760-304 ft; steel stringers span 180 ft where roadway is on high piers; elsewhere, prestressed-concrete spans of 88 ft and shorter are used; conventional concrete piers rest on H-piles driven 36 ft into marl; wind gusts up to 183 mph, and earthquake loads are considered in basic design.
For bridge with 38 ft roadway, new steels and composite construction feature main crossings with spans of 304-760-304 ft; steel stringers span 180 ft where roadway is on high piers; elsewhere, prestressed-concrete spans of 88 ft and shorter are used; conventional concrete piers rest on H-piles driven 36 ft into marl; wind gusts up to 183 mph, and earthquake loads are considered in basic design.
Additional Cooper river bridge
Civ Eng (NY)
Sterbenz, F.H. (author)
1964
5 pages
Article (Journal)
English
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$5,500,000 Cooper river bridge completed
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