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Tied-arch truss has low, lean profile
Highway bridge across St. Lawrence River has 1100 ft center span incorporating 884 ft tied-arch truss, supported at each end by 108 ft cantilever truss extending from anchor spans; all piers north of north anchor pier are founded on 10 ft thick concrete foundation slab supported by 200 ton capacity steel H-piles; south of south anchor pier, piers supporting steel spans are founded on 16 in. diam concrete-filled steel shell piles with 300 ton bearing capacities; all piles are driven between 130 and 165 ft to bedrock; arch and anchor piers are founded on cast-in-place, open-wall caissons, under 50 ft of water.
Tied-arch truss has low, lean profile
Highway bridge across St. Lawrence River has 1100 ft center span incorporating 884 ft tied-arch truss, supported at each end by 108 ft cantilever truss extending from anchor spans; all piers north of north anchor pier are founded on 10 ft thick concrete foundation slab supported by 200 ton capacity steel H-piles; south of south anchor pier, piers supporting steel spans are founded on 16 in. diam concrete-filled steel shell piles with 300 ton bearing capacities; all piles are driven between 130 and 165 ft to bedrock; arch and anchor piers are founded on cast-in-place, open-wall caissons, under 50 ft of water.
Tied-arch truss has low, lean profile
Eng News-Rec
Engineering News-Record ; 179
1967
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Investigation of Bridge floor-Truss Behavior in Tied-Arch Span
British Library Online Contents | 1996
|Investigation of Bridge Floor-Truss Behavior in Tied-Arch Span
Online Contents | 1996
|