Precast Bent System for High Seismic Regions
This report is a technical resource that provides background information on the use of a precast bent system for use in high seismic regions. The system is designed for, and intended to be used with, prestressed girder bridges that are built integrally with the supporting intermediate piers. Such piers are built in two stages, with the lower stage placed first to provide support to the girders and the upper stage constructed later to integrate the pier and superstructure. The precast bent system uses precast columns with cast-in-place foundations, precast pier cap beams, and a cast-in-place upper stage pier cap beam. This report provides information on the system concept, as well as the background physical testing for the upper level grouted duct connections and the lower socket type connections. Additionally, the report provides design and construction specifications, describes a demonstration project constructed in Washington State, and discusses lessons learned from the demonstration project. Finally, two design examples are presented to illustrate the design process for the precast bent system for spread footings and drilled shaft foundations.
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Supplemental Notes:
- This report includes three appendixes published as stand-alone documents: Appendix A: Design Provisions (FHWA-HIF-13-037-A); Appendix B: Design Example No. 1 (FHWA-HIF-13-037-B; and Appendix C: Design Example No. 2 (FHWA-HIF-13-037-C). In addition, two companion reports cover the detailed testing and modeling of the spread footing and drilled shaft foundation versions of the precast column-to-foundation connection: Laboratory Tests of Column-to-Drilled Shaft Socket Connections (FHWA-HIF-13-038) and Laboratory Tests of Column-to-Footing Socket Connections (FHWA-HIF-13-039).
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Corporate Authors:
BergerABAM Engineers, Incorporated
33301 Ninth Avenue South, Suite 300
Federal Way, WA United States 98003-2600University of Washington, Seattle
Seattle, WA United States 98195Washington State Department of Transportation
Olympia, WA United States 98504-5201Concrete Technology Corporation
1123 Port of Tacoma Road
Tacoma, WA United States 98467Federal Highway Administration
Highways for LIFE Technology Partnerships Program
1200 New Jersey Avenue, SE
Washington, DC 20590 -
Authors:
- Marsh, M Lee
- Stringer, Stuart J
- Stanton, John F
- Eberhard, Marc O
- Haraldsson, Olafur S
- Tran, Hung Viet
- Khaleghi, Bijan
- Schultz, Eric
- Seguirant, Steve
- Publication Date: 2013-6
Language
- English
Media Info
- Media Type: Digital/other
- Edition: Final Report
- Features: Appendices; Figures; Photos; References; Tables;
- Pagination: 84p
Subject/Index Terms
- TRT Terms: Bents; Bridge construction; Bridge design; Bridge foundations; Bridge piers; Columns; Demonstration projects; Earthquake resistant design; Girder bridges; Precast concrete; Prestressed concrete bridges; Spread footings; Structural connection
- Geographic Terms: Washington (State)
- Subject Areas: Bridges and other structures; Construction; Design; Highways; I24: Design of Bridges and Retaining Walls; I53: Construction of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01502117
- Record Type: Publication
- Report/Paper Numbers: FHWA-HIF-13-037
- Contract Numbers: DTFH61-09-G-00005
- Files: NTL, TRIS, ATRI, USDOT, STATEDOT
- Created Date: Dec 23 2013 7:53AM