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New reinforced concrete bridge over Fraser River has four 12 ft lanes and two 5 ft sidewalks; riveted plate girders of 300 ft main span and two 186 ft side spans are supported on reinforced concrete piers and tremie concrete footings founded on glacial till; use of vertical and battered piles in pier foundations; softness of soil required that all formwork rest on foundations; light weight concrete in slab deck reduced dead load and meant savings in steel weight.
New reinforced concrete bridge over Fraser River has four 12 ft lanes and two 5 ft sidewalks; riveted plate girders of 300 ft main span and two 186 ft side spans are supported on reinforced concrete piers and tremie concrete footings founded on glacial till; use of vertical and battered piles in pier foundations; softness of soil required that all formwork rest on foundations; light weight concrete in slab deck reduced dead load and meant savings in steel weight.
Soil calls for unique piers, unusual formwork
Eng Contract Rec
Fricke, E. (author)
1960
4 pages
Article (Journal)
English
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