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REPORT
This report is an archived publication and may contain dated technical, contact, and link information
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Publication Number:  FHWA-HRT-17-039    Date:  January 2016
Publication Number: FHWA-HRT-17-039
Date: January 2016

 

FHWA Research And Technology Evaluation: Gusset Plates Final Report

PDF Version (1.78 MB)

PDF files can be viewed with the Acrobat® Reader®

 

FOREWORD

The Federal Highway Administration (FHWA) Research and Technology Program strives to ensure transparency, accessibility, and responsiveness of RD&T for all stakeholders.

This report examines how FHWA’s investment in gusset plate research has affected the design and rating of gusset plates.

This report should be of interest to engineers, practitioners, researchers, and decision makers involved with the research, design, performance, and management of bridges.

Michael Trentacoste
Associate Administrator
Research, Development, and Technology (RD&T)

Notice

This document is disseminated under the sponsorship of the U.S. Department of Transportation in the interest of information exchange. The U.S. Government assumes no liability for information contained in this document.

The U.S. Government does not endorse products or manufacturers. Trademarks or manufacturers’ names appear in this report only because they are considered essential to the objective of the document.

Quality Assurance Statement

The Federal Highway Administration (FHWA) provides high-quality information to serve Government, industry, and the public in a manner that promotes public understanding. Standards and policies are used to ensure and maximize the quality, objectivity, utility, and integrity of its information. FHWA periodically reviews quality issues and adjusts its programs and processes to ensure continuous quality improvement.

 

Technical Report Documentation Page

1. Report No.

FHWA-HRT-17-039

2. Government Accession No. 3 Recipient's Catalog No.
4. Title and Subtitle

FHWA Research and Technology Evaluation: Gusset Plates Final
Report

5. Report Date

January 2016

6. Performing Organization Code

OST-R V-322

7. Author(s)

Sharon Chan Edmiston, Clark Merrefield, Alexandra Oster, Joseph
Sposato, and Leslie Stahl

8. Performing Organization Report No.

 

9. Performing Organization Name and Address

U.S. Department of Transportation
John A. Volpe National Transportation Systems Center
55 Broadway
Cambridge, MA 02142-1093

10. Work Unit No. (TRAIS)

11. Contract or Grant No.
12. Sponsoring Agency Name and Address

Office of Corporate Research, Technology, and Innovation
Management
Federal Highway Administration
6300 Georgetown Pike
McLean, VA 22101-2296

13. Type of Report and Period Covered

Covered

14. Sponsoring Agency Code

 

15. Supplementary Notes

John Moulden is the Research and Technology Program Manager and the contracting office representative for Contract DTFH for this program summary.

16. Abstract

On August 1, 2007, the I–35W Mississippi River Bridge (I–35W Bridge) in Minneapolis, MN, collapsed. The National Transportation Safety Board (NTSB) turned to the Federal Highway Administration (FHWA) to provide technical expertise during their investigation. In response, NTSB issued recommendations to FHWA and the American Association of State Transportation Officials (AASHTO) to prevent similar catastrophic bridge failures. An FHWA research project to assess the performance and design of steel gusset plate connections—referred to in this report as the Gusset Plate Project—facilitated actions that addressed one of the final NTSB recommendations. The main goal of the project was to improve bridge safety by providing research and guidance on gusset plates used to connect main load carrying members. As part of the FHWA Research and Technology (R&T) program evaluation, FHWA decided to evaluate the Gusset Plate Project to better understand how FHWA’s investment in gusset plate research has affected the design and rating of gusset plates. This report documents the findings of a summative evaluation of the Gusset Plate Project. The report focuses on outcomes resulting from collaboration between FHWA and NTSB.

17. Key Words

Research, Technology, Evaluation, Gusset Plates

18. Distribution Statement

No restrictions. This document is available to the public through the National Technical Information Service, Springfield, VA 22161

19. Security Classification
(of this report)

Unclassified

20. Security Classification
(of this page)

Unclassified

21. No. of Pages

 

22. Price
Form DOT F 1700.7 (8-72) Reproduction of completed page authorized

SI* (Modern Metric) Conversion Factors

Document Change History

Document Number Version Number Draft or Final Date of Document mm/dd/yy Author’s Initials Author’s Organization Description of Change
1 1.0 Draft 6/16/15 SCE V-322 Initial Draft
2 1.1 Draft 7/27/15 LS V-322 Draft Review
3 1.2 Draft 8/10/15 SCE V-322 Draft Review
4 1.3 Draft 8/18/15 AO V-322 Draft Review
5 1.4 Draft 9/17/15 AO V-322 Draft Proofread
6 1.5 Draft 11/19/15 AO V-322 Incorporated changes/edited
7 1.6 Final Draft 1/20/16 AO V-322 Incorporated changes/edited
8 1.7 Final 1/28/16 LB V-321 Incorporated edits to Executive Summary
9 1.8 Final 9/19/16 LB V-321 Prepared for Publication

 

Contents

1. Introduction

2. Evaluation Design

3. Evaluation Findings

4. Recommendations

5. Conclusion

6. References

Appendix A The FHWA Infrastructure Program

Appendix B Stakeholder Interviews

Appendix C Documents Reviewed

Appendix D NTSB's Recommendations for FHWA

Appendix E Correspondence: NTSB and FHWA–Recommendation H-08-001

Appendix F FHWA Outreach Activities on Gusset Plates (2010–2013)

 

List of Figures

Figure 1. Example I-35 deck truss connection showing gusset plate and truss member it connects. (1)
Figure 2. Timeline of gusset plate research activities.
Figure 3. High-level logic model.
Figure 4. Flow diagram of project outputs by organization.

 

List of Tables

Table 1. Stakeholders
Table 2. General Questions for Stakeholder Interviews
Table 3. Most Important Documents from Review

Executive Summary

On August 1, 2007, the I–35W Mississippi River Bridge (I–35W Bridge) in Minneapolis, MN, collapsed. In the tragedy, 13 people were killed and 145 were injured.(1) The National Transportation Safety Board (NTSB) turned to the Federal Highway Administration (FHWA) to provide technical expertise during their investigation. In response, NTSB issued recommendations to FHWA and the American Association of State Transportation Officials (AASHTO) to prevent similar catastrophic bridge failures. An FHWA research project to assess the performance and design of steel gusset plate connections—referred to in this report as the Gusset Plate Project—facilitated actions that addressed one of the final NTSB recommendations. The main goal of the project was to improve bridge safety by providing research and guidance on gusset plates used to connect main load carrying members.

As part of the FHWA Research and Technology (R&T) program evaluation, FHWA decided to evaluate the Gusset Plate Project to better understand how FHWA’s investment in gusset plate research has affected the design and rating of gusset plates. This report documents the findings of a summative evaluation of the Gusset Plate Project. The report focuses on outcomes resulting from collaboration between FHWA and NTSB. Data collection for the evaluation relied primarily on telephone interviews with stakeholders, as well as document searches and reviews.

This evaluation focused on processes FHWA used to develop the National Cooperative Highway Research Program (NCHRP) Project 12-84 following the I–35W Bridge collapse, and the publication of NCHRP web-only document (WOD) 197.(2) Strong relationships and a commitment to safety among FHWA, NTSB, and AASHTO are apparent in the timeline leading up to the publication of the final report and in discussions the evaluation team held with stakeholders. The evaluation found the following results from FHWA’s preliminary research on the performance and design of gusset plate connections:

The Gusset Plate Project provided essential knowledge that led to the rapid development of national safety standards that will help protect Americans from other potential gusset plate bridge design failures.

List of Abbreviations and Acronyms

Abbreviation Term  
AASHTO American Association of State Highway and Transportation Officials  
BDS Bridge Design Specifications  
DOT Department of Transportation  
FHWA Federal Highway Administration  
I–35W Bridge I–35W Mississippi River Bridge  
LRFD Load and Resistance Factor Design  
MBE Manual for Bridge Evaluation  
NCHRP National Cooperative Highway Research Program  
NTSB National Transportation Safety Board  
R&D Research and Development  
R&T Research and Technology  
SCOBS Subcommittee on Bridges and Structures  
TA Technical Advisory  
TFHRC Turner-Fairbank Highway Research Center  
TRB Transportation Research Board  
Volpe John A. Volpe National Transportation Systems Center  
WOD Web-Only Document  

 

 

 

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