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Author:
Wipf, T. J. (Terry J.)
Title:
Precast concrete elements for accelerated bridge construction : Laboratory testing of precast substructure components, Boone County bridge / by Terry J. Wipf, F. Wayne Klaiber, and Samantha Hockerman.
Publisher:
Center for Transportation Research and EducationIowa State University,
Copyright Date:
2009
Description:
3 v. : ill. (some col.), maps ; 28 cm.
Subject:
Bridges--Iowa--Testing.
Bridges--Iowa--Abutments.
Precast concrete construction--Iowa.
Girders--Testing.
Precast concrete.
Accelerated tests.
Strength of materials.
Pile caps.
Piers.
Other Authors:
Klaiber, F. W.
Hockerman, Samantha.
Iowa State University. Bridge Engineering Center.
Iowa. Highway Research Board.
Iowa. Department of Transportation.
Iowa State University. Center for Transportation Research and Education.
Other Titles:
Laboratory testing of precast substructure components : Boone County bridge.
Laboratory testing of full-depth precast, prestressed concrete deck panels : Boone County bridge.
Field testing of a precast concrete bridge : Boone County bridge.
Laboratory testing, field testing, and evaluation of a precast concrete bridge : Madison County bridge.
Laboratory testing, field testing, and evaluation of a precast concrete bridge : Black Hawk County.
Notes:
"January 2009." A Bridge Engineering Center Report. Includes bibliographical references.
Scope Note:
Final report.
Contents:
v. 1-1. Laboratory testing of precast substructure components : Boone County bridge -- v. 1-2. Laboratory testing of full-depth precast, prestressed concrete deck panels : Boone County bridge -- v. 1-3. Field testing of a precast concrete bridge : Boone County bridge -- v. 2. Laboratory testing, field testing, and evaluation of a precast concrete bridge: Madison County bridge. -- v. 3. Laboratory testing, field testing, and evaluation of a precast concrete bridge: Black Hawk County.
Summary:
In July 2006, construction began on an accelerated bridge project in Boone County, Iowa that was composed of precast substructure elements and an innovative, precast deck panel system. The superstructure system consisted of full-depth deck panels that were prestressed in the transverse direction, and after installation on the prestressed concrete girders, post-tensioned in the longitudinal direction. Prior to construction, laboratory tests were completed on the precast abutment and pier cap elements. The substructure testing was to determine the punching shear strength of the elements. Post-tensioning testing and verification of the precast deck system was performed in the field. The forces in the tendons provided by the contractor were verified and losses due to the post-tensioning operation were measured. The stress (strain) distribution in the deck panels due to the post-tensioning was also measured and analyzed. The entire construction process for this bridge system was documented. Representatives from the Boone County Engineers Office, the prime contractor, precast fabricator, and researchers from Iowa State University provided feedback and suggestions for improving the constructibility of this design.
Also available via the Internet.
OCLC:
(OCoLC)317951088
Locations:
USUX851 -- Iowa State University - Parks Library (Ames)
IAOX771 -- State Library of Iowa (Des Moines)
OVUX522 -- University of Iowa Libraries (Iowa City)

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