| NCHRP Research Report 1139 |
National Cooperative Highway Research Program |
Considerations for the Design and Construction of Bonded and Unbonded Post-Tensioned Concrete Bridge Elements

CHAIR: Leslie S. Richards, General Manager, Southeastern Pennsylvania Transportation Authority (SEPTA), Philadelphia
VICE CHAIR: Joel M. Jundt, Secretary of Transportation, South Dakota Department of Transportation, Pierre
EXECUTIVE DIRECTOR: Victoria Sheehan, Transportation Research Board, Washington, DC
James F. Albaugh, President and CEO, The Boeing Company (retired), Scottsdale, AZ
Carlos M. Braceras, Executive Director, Utah Department of Transportation, Salt Lake City
Douglas C. Ceva, Vice President, Customer Lead Solutions, Prologis, Inc., Jupiter, FL
Nancy Daubenberger, Commissioner of Transportation, Minnesota Department of Transportation, St. Paul
Marie Therese Dominguez, Commissioner, New York State Department of Transportation, Albany
Garrett Eucalitto, Commissioner, Connecticut Department of Transportation, Newington
Andrew Fremier, Executive Director, Metropolitan Transportation Commission, San Francisco, CA
Martha Grabowski, Professor Emerita, Information Systems, Le Moyne College, Madden College of Business & Economics, Cazenovia, NY
Randell Iwasaki, President and CEO, Iwasaki Consulting Services, Walnut Creek, CA
Carol A. Lewis, Professor, Transportation Studies, Texas Southern University, Houston
Hani S. Mahmassani, W.A. Patterson Distinguished Chair in Transportation; Director, Transportation Center, Northwestern University, Evanston, IL
Scott C. Marler, Director, Iowa Department of Transportation, Ames
Ricardo Martinez, Adjunct Professor of Emergency Medicine, Emory University School of Medicine, Decatur, GA
Russell McMurry, Commissioner, Georgia Department of Transportation, Atlanta
Craig E. Philip, Research Professor and Director, VECTOR, Department of Civil and Environmental Engineering, Vanderbilt University, Nashville, TN
Steward T.A. Pickett, Distinguished Senior Scientist, Cary Institute of Ecosystem Studies, Millbrook, NY
Susan A. Shaheen, Professor and Co-Director, Transportation Sustainability Research Center, University of California, Berkeley
Marc Williams, Executive Director, Texas Department of Transportation, Austin
Michael R. Berube, Deputy Assistant Secretary for Sustainable Transportation, U.S. Department of Energy, Washington, DC
Steven Cliff, Executive Officer, California Air Resources Board, Sacramento
LeRoy Gishi, Chief, Division of Transportation, Bureau of Indian Affairs, U.S. Department of the Interior, Germantown, MD
Firas Ibrahim, Director, Office of Research, Development, and Technology, Office of the Assistant Secretary for Research and Technology (OST-R), Washington, DC
Jason Kelly, Deputy Commanding General for Civil Works and Emergency Operations, U.S. Army Corps of Engineers, Washington, DC
Sandra Knight, President, WaterWonks, LLC, Washington, DC
Zahra “Niloo” Parvinashtiani, Engineer, Mobility Consultant Solutions, Iteris Inc., Fairfax, VA, and Chair, TRB Young Members Coordinating Council
Chris Rocheleau, Acting Administrator, Federal Aviation Administration, Washington, DC
Gloria Shepherd, Acting Deputy Administrator, Federal Highway Administration, Washington, DC
Karl Simon, Director, Transportation and Climate Division, U.S. Environmental Protection Agency, Washington, DC
Paul P. Skoutelas, President and CEO, American Public Transportation Association, Washington, DC
Jim Tymon, Executive Director, American Association of State Highway and Transportation Officials, Washington, DC
___________________
* Membership as of February 2025.
NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM
NCHRP RESEARCH REPORT 1139
Robert J. Frosch
Christopher S. Williams
Sarah K. Bowlin
Mason B. Rhodes
David S. Derks
PURDUE UNIVERSITY
West Lafayette, IN
Pinar Okumus
Mi Jin Jung
UNIVERSITY AT BUFFALO
Buffalo, NY
Thomas P. Murphy
Maria Lopez de Murphy
MODJESKI AND MASTERS, INC.
Mechanicsburg, PA
Andrew D. Mish
Jesus Muro Villanueva
MODJESKI AND MASTERS, INC.
Littleton, CO
Subscriber Categories
Bridges and Other Structures • Construction • Materials
Research sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration

NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM
Systematic, well-designed, and implementable research is the most effective way to solve many problems facing state department of transportation (DOT) administrators and engineers. Often, highway problems are of local or regional interest and can best be studied by state DOTs individually or in cooperation with their state universities and others. However, the accelerating growth of highway transportation results in increasingly complex problems of wide interest to highway authorities. These problems are best studied through a coordinated program of cooperative research.
Recognizing this need, the leadership of the American Association of State Highway and Transportation Officials (AASHTO) in 1962 initiated an objective national highway research program using modern scientific techniques—the National Cooperative Highway Research Program (NCHRP). NCHRP is supported on a continuing basis by funds from participating member states of AASHTO and receives the full cooperation and support of the Federal Highway Administration (FHWA), United States Department of Transportation.
The Transportation Research Board (TRB) of the National Academies of Sciences, Engineering, and Medicine was requested by AASHTO to administer the research program because of TRB’s recognized objectivity and understanding of modern research practices. TRB is uniquely suited for this purpose for many reasons: TRB maintains an extensive committee structure from which authorities on any highway transportation subject may be drawn; TRB possesses avenues of communications and cooperation with federal, state, and local governmental agencies, universities, and industry; TRB’s relationship to the National Academies is an insurance of objectivity; and TRB maintains a full-time staff of specialists in highway transportation matters to bring the findings of research directly to those in a position to use them.
The program is developed on the basis of research needs identified by chief administrators and other staff of the highway and transportation departments, by committees of AASHTO, and by the FHWA. Topics of the highest merit are selected by the AASHTO Special Committee on Research and Innovation (R&I), and each year R&I’s recommendations are proposed to the AASHTO Board of Directors, the FHWA, and the National Academies. Research projects to address these topics are defined by NCHRP, and qualified research agencies are selected from submitted proposals. Administration and oversight of research contracts are the responsibilities of NCHRP.
The needs for highway research are many, and NCHRP can make significant contributions to solving highway transportation problems of mutual concern to many responsible groups. The program, however, is intended to complement, rather than to substitute for or duplicate, other highway research programs.
NCHRP RESEARCH REPORT 1139
Project 12-118
ISSN 2572-3766 (Print)
ISSN 2572-3774 (Online)
ISBN 978-0-309-73419-6
Library of Congress Control Number 2025930870
Digital Object Identifier: 10.17226/29033
© 2025 by the National Academy of Sciences. National Academies of Sciences, Engineering, and Medicine and the graphical logo are trademarks of the National Academy of Sciences. All rights reserved.
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Cooperative Research Programs (CRP) grants permission to reproduce material in this publication for classroom and not-for-profit purposes. Permission is given with the understanding that none of the material will be used to imply TRB, AASHTO, APTA, FAA, FHWA, FTA, GHSA, or NHTSA endorsement of a particular product, method, or practice. It is expected that those reproducing the material in this document for educational and not-for-profit uses will give appropriate acknowledgment of the source of any reprinted or reproduced material. For other uses of the material, request permission from CRP.
NOTICE
The research report was reviewed by the technical panel and accepted for publication according to procedures established and overseen by the Transportation Research Board and approved by the National Academies of Sciences, Engineering, and Medicine.
This material is based upon work supported by the FHWA under Agreement No. 693JJ32350025. The opinions, findings, and conclusions or recommendations expressed or implied in this publication are those of the researchers who performed the research and are not necessarily those of the Transportation Research Board; the National Academies of Sciences, Engineering, and Medicine; the FHWA; or the program sponsors.
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The Transportation Research Board is one of seven major program divisions of the National Academies of Sciences, Engineering, and Medicine. The mission of the Transportation Research Board is to mobilize expertise, experience, and knowledge to anticipate and solve complex transportation-related challenges. The Board’s varied activities annually engage about 8,500 engineers, scientists, and other transportation researchers and practitioners from the public and private sectors and academia, all of whom contribute their expertise in the public interest. The program is supported by state departments of transportation, federal agencies including the component administrations of the U.S. Department of Transportation, and other organizations and individuals interested in the development of transportation.
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Monique R. Evans, Director, Cooperative Research Programs
Waseem Dekelbab, Deputy Director, Cooperative Research Programs, and Manager, National Cooperative Highway Research Program
Amir N. Hanna, Senior Program Officer
Oulimata Khoule, Senior Program Assistant
Natalie Barnes, Director of Publications
Heather DiAngelis, Associate Director of Publications
Brendan Foht, Senior Editor
Richard Brice, Washington State Department of Transportation, Tumwater, WA (Chair)
Hussam Z. Fallaha, Virginia Department of Transportation, Fairfax, VA
Gregg A. Freeby, American Segmental Bridge Institute, Austin, TX
Fouad A. H. Jaber, Nebraska Department of Transportation, Lincoln, NE
Thomas P. Macioce, HNTB, Carlisle, PA (formerly with Pennsylvania Department of Transportation, Harrisburg, PA)
Carin L. Roberts-Wollmann, Virginia Polytechnic Institute, Blacksburg, VA
Kevin Western, Michael Baker International, Inc., Osceola, WI
Reggie H. Holt, FHWA Liaison
By Amir N. Hanna
Staff Officer
Transportation Research Board
NCHRP Research Report 1139: Considerations for the Design and Construction of Bonded and Unbonded Post-Tensioned Concrete Bridge Elements provides information on the different aspects of the design and construction of post-tensioned concrete bridge elements with unbonded tendons or a combination of bonded and unbonded tendons. The report includes a review of available information pertaining to post-tensioned concrete bridge elements incorporating unbonded tendons or a combination of bonded and unbonded tendons and considers both internal and external tendons. It also presents the findings of experimental and analytical investigations of the flexural, shear, and torsional behavior of such elements that provided a basis for suggested enhancements for consideration in the design and construction procedures for post-tensioned concrete bridge elements with unbonded tendons. The information contained in the report will be of immediate interest to bridge engineers and others involved in the design and construction of highway bridges and structures.
Grouted tendons are predominantly used for post-tensioned concrete bridge elements in the United States. However, because of potential durability issues with grouted tendons, some highway agencies have opted to use ungrouted tendons for post-tensioning to facilitate replacement. Combinations of bonded and unbonded tendons as well as internal and external tendons or combinations thereof have been used for such applications. Although current bridge design and construction procedures address the design and construction of post-tensioned concrete bridge elements, some aspects pertaining to this variety of tendon application are not adequately addressed or evaluated. Research was needed to review available information, perform necessary analytical and experimental evaluations, and propose enhancements to current design and construction procedures to ensure appropriate consideration of the effects of tendon configuration on the design and construction of post-tensioned concrete bridge elements.
Under NCHRP Project 12-118, “Design and Construction Specifications for Bonded and Unbonded Post-Tensioned Concrete Bridge Elements,” Purdue University was tasked with proposing enhancements to current bridge design and construction procedures for post-tensioned concrete bridge elements with unbonded tendons or a combination of bonded (pretensioned or post-tensioned) and unbonded tendons. To accomplish this objective, the research team identified and reviewed relevant information, and conducted experimental and analytical investigations of the flexural, shear, and torsional behavior of bridge elements. Findings of these investigations provided a basis for identifying suggested considerations to enhance the current design and construction procedures, and developing recommended draft language, for consideration by AASHTO, to incorporate the research results into a future edition of AASHTO’s LRFD Bridge Design Specifications and better address the design
procedures for post-tensioned concrete bridge elements with unbonded tendons or a combination of bonded and unbonded tendons.
Supplemental to the guide is NCHRP Web-Only Document 417: Background and Resources for the Design and Construction of Bonded and Unbonded Post-Tensioned Concrete Bridge Elements, which provides further elaboration on the work performed in the project. The document can be found online at nap.nationalacademies.org by searching for NCHRP Web-Only Document 417: Background and Resources for the Design and Construction of Bonded and Unbonded Post-Tensioned Concrete Bridge Elements.
Chapter 2 Literature and Specification Review
2.2.1 Members with Bonded Strands in Flexure
2.2.2 Members with Unbonded Internal Strands in Flexure
2.2.3 Members with Unbonded External Strands in Flexure
2.2.4 Members with Both Bonded and Unbonded Strands in Flexure
2.3.2 Members with Bonded Strands in Shear
2.3.3 Members with Unbonded Internal Strands in Shear
2.5 AASHTO Specification Limitations
Chapter 3 Experimental Investigations
3.4.2 Test Setup and Instrumentation
3.4.4 Test Series 2 Conclusions
4.2.3 Validation of Modeling Techniques for SA
4.3.2 Material Models for MCFTA
4.3.3 Validation of Modeling Techniques for MCFTA
4.4.3 Validation of Modeling Techniques for FEA
Chapter 5 Summary and Recommendations for Future Research
5.1 Summary of Research Findings