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Reconstruction of lady beck culvert in leeds
Culvert described consists of set-paved invert covered by five ring brick arch with mass concrete abutment walls 5 ft thick; abutment walls are extended to form saddle over brick arch ranging from 3 ft on outsides to 6 in. at crown of arch; section of culvert is situated under principal two-way 4 lane local and through traffic route, carrying 4000 vehicles/hr at peak periods; deck, 18 in. deep and 22 ft wide, is simply supported and comprises six composite bays, each 55 ft long, with in-situ reinforced concrete bay at each end.
Reconstruction of lady beck culvert in leeds
Culvert described consists of set-paved invert covered by five ring brick arch with mass concrete abutment walls 5 ft thick; abutment walls are extended to form saddle over brick arch ranging from 3 ft on outsides to 6 in. at crown of arch; section of culvert is situated under principal two-way 4 lane local and through traffic route, carrying 4000 vehicles/hr at peak periods; deck, 18 in. deep and 22 ft wide, is simply supported and comprises six composite bays, each 55 ft long, with in-situ reinforced concrete bay at each end.
Reconstruction of lady beck culvert in leeds
Civ Eng (Lond)
Mattocks, R.B. (Autor:in) / Pyrah, D.E. (Autor:in) / Ryley, R. (Autor:in)
1967
Aufsatz (Zeitschrift)
Englisch
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