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TRB's National Cooperative Highway Research Program (NCHRP) Report 603: Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete explores recommended revisions to the American Association of State Highway and Transportation Officials Load and Resistance Factor Design (LRFD) Bridge Design Specifications, which are designed 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.

Appendices A and B are published as part of NCHRP Report 603. Appendices C through I are available online via the links below:

* Appendix C: Rectangular Beam Summaries-Strand D

* Appendix D: Rectangular Beam Summaries-Strands A&B

* Appendix E: Rectangular Beam Summaries-Strand A (0.6 in.)

* Appendix F: I-Beam Summaries-0.5-in. Strand

* Appendix G: I-Beam Summaries-0.6-in. Strand

* Appendix H: AASHTO Mxxx-Standard Test Method for the Bond of Prestressing Strands

* Appendix I: NASP Test Protocols

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Suggested Citation

National Academies of Sciences, Engineering, and Medicine. 2008. Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete. Washington, DC: The National Academies Press. https://doi.org/10.17226/13916.

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Publication Info

122 pages |  8.5 x 11 |  DOI: https://doi.org/10.17226/13916
Chapters skim
Front Matter i-vi
Summary 1-3
Chapter 1 - Introduction and Research Approach 4-5
Chapter 2 - Literature Review 6-25
Chapter 3 - Experimental Program and Results 26-109
Chapter 4 - Design Recommendations 110-118
References 119-121
Appendices 122-122
Abbreviations used without definitions in TRB publications 123-123

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