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Rights & Permissions Free PDF Access Sign in to download PDF book and chapters Free Resources Display this book on your site! Related Titles NCHRP Report 519: Connection of Simple-Span Precast Concrete Girders for Continuity NCHRP Report 543: Effective Slab Width for Composite Steel Bridge Members Other Related Titles NCHRP Report 620: Development of Design Specifications and Commentary for Horizontally Curved Concrete Box-Girder Bridges (2009) National Cooperative Highway Research Program (NCHRP) Citation Manager Export the bibliographic data for this book in your chosen format Web Search Builder Use this book's key terms to search within this book, across our collection, or across the Web. Skim This Chapter Skim this chapter and use this chapter's key terms to search within this book. Reference Finder Paste in your own text to find books that relate to your topic. Citation Manager Transportation Research Board. "Appendixes." NCHRP Report 620: Development of Design Specifications and Commentary for Horizontally Curved Concrete Box-Girder Bridges. Washington, DC: The National Academies Press, 2009. Please select a format: Page 87   E-mail Share on facebook Facebook Share on delicious Delicious Share on stumbleupon Stumble Share on twitter Twitter More Sharing ServicesMore Page 87 Front Matter (R1-R9) Chapter 1 - Introduction (1-2) Domestic Practice (3-4) Foreign Practice (5-5) Field Problems (6-7) Codes and Design Standards (8-8) Step 3 Check the Web Width (9-9) Step 6 Determine Required Spacing of Stirrups (10-10) Step 2 Determine the Cross-Section Parameters (11-11) Step 6 Check the Longitudinal Reinforcement (12-12) Design Philosophy (13-13) Global Analysis (14-19) Laboratory Experiments (20-20) Flexure and Flexural Shear (21-22) Torsion (23-24) Tendon Breakout and Deviation Saddles (25-27) Time Dependency (28-28) Detailing (29-29) Summary (30-30) Analysis Cases (31-31) Structural Analysis (32-33) Loads (34-34) Results Review (35-35) Summary of Results (36-36) Conclusions of the Parametric Study (37-37) Diaphragm (38-38) Skewed Abutments (39-40) Long-Term Creep (41-43) Chapter 5 - Regional and Local Response Analysis Studies (44-44) Test Model and Test Conduct (45-50) Local Analysis of Multicell Box-Girders (51-51) Model Prototype: Three-Cell Cast-In-Place Box Girder (52-52) Multicell Models - Analysis Results (53-56) Discussion of Results (57-62) Model Prototype: Single-Cell CIP Box Girder (63-65) Single-Cell Models Analysis Results (66-66) Discussion of Results (67-71) Summary of Influences from Detailing Parameters (72-74) Recommendations for Web Capacity Design (75-78) Chapter 6 - Conclusions (79-83) References/Bibliography (84-86) Appendixes (87-87) Abbreviations used without definitions in TRB publications (88-88)

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87 Appendixes Appendixes A and C through F of the contractor's final report are available on the TRB website at http://trb.org/news/ blurb_detail.asp?id=9596.