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155 m long four-span bridge deck is composed of prestressed concrete beams 2.2 m high stiffened by means of cross braces and 20 cm thick compression slabs resting on intermediate supports; deck slab is 20 cm thick, with longitudinal rib 30 cm thick, and rests on piers consisting of two shafts 2.3 × 1.3 m, from 20 to 33 m high; foundation work, prestressing system, and free end bridge bearings are described.
155 m long four-span bridge deck is composed of prestressed concrete beams 2.2 m high stiffened by means of cross braces and 20 cm thick compression slabs resting on intermediate supports; deck slab is 20 cm thick, with longitudinal rib 30 cm thick, and rests on piers consisting of two shafts 2.3 × 1.3 m, from 20 to 33 m high; foundation work, prestressing system, and free end bridge bearings are described.
Bridge over Mebre River
Pont sur la mebre
Montandon, J.R. (author)
1964
3 pages
Report
English
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