A platform for research: civil engineering, architecture and urbanism
Illustrated report on reconstruction of 10-ft span culvert; design combined use of precast beams with precast abutments and wing wall sections; abutment sections were of mass concrete 5 ft long by 1 ft wide by 3 ft deep; reinforced beams were 12 ft long by 1 ft 7 1/4 in. wide by 9 in. deep; by using light mobile crane, erection of culvert of this size and type can be accomplished in one day. (See also - discussion p 429-30)
Illustrated report on reconstruction of 10-ft span culvert; design combined use of precast beams with precast abutments and wing wall sections; abutment sections were of mass concrete 5 ft long by 1 ft wide by 3 ft deep; reinforced beams were 12 ft long by 1 ft 7 1/4 in. wide by 9 in. deep; by using light mobile crane, erection of culvert of this size and type can be accomplished in one day. (See also - discussion p 429-30)
Precast concrete culvert
Instn Mun Engrs -- J
Griffith, G.R.H. (author)
1950
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.