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.