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Reconstruction of superstructure of Wood Green Flyover Bridge, L.N.E.R.
Description of method adopted for replacing, under traffic, 146-ft continuous girders spanning LNER main lines at 40-deg skew, with three separate 49-ft spans, at bridge No. 31.
Reconstruction of superstructure of Wood Green Flyover Bridge, L.N.E.R.
Description of method adopted for replacing, under traffic, 146-ft continuous girders spanning LNER main lines at 40-deg skew, with three separate 49-ft spans, at bridge No. 31.
Reconstruction of superstructure of Wood Green Flyover Bridge, L.N.E.R.
Ry Gaz
1937
3 pages
Article (Journal)
English
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