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Page 194
Suggested Citation:"Appendices." National Academies of Sciences, Engineering, and Medicine. 2007. Application of LRFD Bridge Design Specifications to High-Strength Structural Concrete: Shear Provisions. Washington, DC: The National Academies Press. doi: 10.17226/17616.
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Page 194

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194 The following appendices are not published herein, but are available online, along with a data-viewing program, at www.trb.org/news/blurb_detail.asp?id=7443: 1. Presentation of Experimental Results for Girder 1 2. Presentation of Experimental Results for Girder 2 3. Presentation of Experimental Results for Girder 3 4. Presentation of Experimental Results for Girder 4 5. Presentation of Experimental Results for Girder 5 6. Presentation of Experimental Results for Girder 6 7. Presentation of Experimental Results for Girder 7 8. Presentation of Experimental Results for Girder 8 9. Presentation of Experimental Results for Girder 9 10. Presentation of Experimental Results for Girder 10 11. Other Aspects of Girder Behavior and Analysis 12. Collection, Analysis, and Use of Existing HSC Information 13. Presentation of Shear Database Appendices

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TRB's National Cooperative Highway Research Program (NCHRP) Report 579, Application of LRFD Bridge Design Specifications to High-Strength Structural Concrete: Shear Provisions examines research performed to extend the applicability of shear design provisions for reinforced and prestressed concrete structures in the AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications to concrete compressive strengths greater than 10 ksi. The report also explores revisions to the specifications. Report appendices and a data-viewing program are available for download as an ISO image.

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