Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete
This report documents research performed to develop recommended revisions to the "AASHTO LRFD Bridge Design Specifications" to extend the applicability of the transfer, development, and splice length provisions for prestressed and non-prestressed concrete members to concrete strengths greater than 10 ksi. The report details the research performed and includes recommended revisions to the "AASHTO LRFD Bridge Design Specifications." The material in this report will be of immediate interest to bridge designers.
- Record URL:
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Availability:
- Find a library where document is available. Order URL: http://www.trb.org/Main/Public/Blurbs/157097.aspx
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Supplemental Notes:
- Appendices A and B of the contractor's final report have been incorporated into the text of this report. Appendices C through I of the contractor's final report are available on the TRB website at http://trb.org/news/blurb_detail.asp?id=9210.
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Authors:
- Ramirez, Julio A
- Russell, Bruce W
- Publication Date: 2008
Language
- English
Media Info
- Media Type: Print
- Features: Appendices; Figures; Photos; References; Tables;
- Pagination: 130p
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Serial:
- NCHRP Report
- Issue Number: 603
- Publisher: Transportation Research Board
- ISSN: 0077-5614
Subject/Index Terms
- TRT Terms: Bridge design; Compressive strength; High strength concrete
- Identifier Terms: AASHTO LRFD Bridge Design Specifications
- Uncontrolled Terms: Development length; Revisions; Splice length; Transfer length
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 01110674
- Record Type: Publication
- ISBN: 9780309117470
- Report/Paper Numbers: Project 12-60
- Files: TRIS, TRB, ATRI
- Created Date: Sep 17 2008 3:31PM