Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete (2008)

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122 Appendix A of the contractor’s final report for NCHRP Project 17-25 contained the figures and tables for the report, and Appendix B contained the report reference list. In this publication, these materials have been incorporated into the text of the 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. Titles of Appendices C through I are the following: • 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 A P P E N D I C E S