Title:
A "Package" Concrete Overpass in Alberta
Author(s):
H.S. Ragan
Publication:
Symposium Paper
Volume:
23
Issue:
Appears on pages(s):
681-692
Keywords:
bridge decks; bridge piers; bridges (structures); concrete construction; connections; fasteners; girders; grade crossings; post-tensioning; precast concrete; prestressed concrete; structural design
DOI:
10.14359/17261
Date:
1/1/1969
Abstract:
To reduce on-site construction time to a minimum, a concrete grade-separation structure was designed utilizing precast prestressed components for pier and deck construction. The structure is designed to carry HS20 loading across spans of 103 ft. with a superstructure depth of 3 ft 5 in. On-site construction time was less than three-months.