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The National Academies

NCHRP 04-37 [Completed]

Long-Term Performance of Epoxy Adhesive Anchor Systems

  Project Data
Funds: $500,000
Research Agency: University of Florida
Principal Investigator: Ronald Cook
Effective Date: 7/10/2009
Completion Date: 7/31/2013
Comments: The project final report is available as NCHRP Project 757.

OBJECTIVE

The objective of this project is to develop recommended standard test methods and specifications, design guidelines and specifications, and quality assurance guidelines and construction specifications for the use of epoxy adhesive anchor systems in transportation structures. Development of these tests, specifications, and guidelines will be founded on the results of a program of experiments to determine, predict, and verify the long-term performance of these systems under sustained load in their different applications and environments.

PRODUCT AVAILABILITY

The project final report is available as NCHRP Report 757: Long-Term Performance of Epoxy Adhesive Anchor Systems. The report includes the following 13 appendixes:
 
APPENDIX A: ACI 355.4 Tables 3.1, 3.2, 3.3, 10.5 and 10.6
APPENDIX B: AASHTO Resistance Factor Investigation
APPENDIX C: Anchor Pullout Tests—University of Florida
APPENDIX D: Anchor Pullout Tests—University of Stuttgart
APPENDIX E: Adhesive-Alone Tests—University of Florida
APPENDIX F: Early-Age Concrete Evaluation—University of Stuttgart
APPENDIX N: AASHTO Standards and Specifications Flowchart
APPENDIX O: AASHTO Test Method
APPENDIX P: AASHTO Material Specification
APPENDIX Q: AASHTO Design Specification
APPENDIX R: AASHTO Design Guideline
APPENDIX S: AASHTO Quality Assurance Guideline
APPENDIX T: AASHTO Construction Specification
 
In addition, the following seven appendixes are available to download here:
 
APPENDIX G: Concrete Mix Designs
APPENDIX H: Adhesive Anchor Post-Test Split-Core Investigations
APPENDIX I: Short-Term Test Results
APPENDIX J: Time to Rupture versus Time to Tertiary Creep Comparison
APPENDIX K: Sustained Load Creep Test Results
APPENDIX L: Stress versus Time-to-Failure Plots
APPENDIX M: Early-Age Concrete Investigation Short-Term Test Results

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