State-of-the-Art Reviews
May 17, 2024

Concrete Bridge Barriers: State-of-the-Art and Design Implementation

Publication: Journal of Bridge Engineering
Volume 29, Issue 8

Abstract

The current design guidelines for concrete barriers have not been updated much since the 1990s despite (1) several experimental, analytical, and computational studies that addressed both the demand and capacity sides of the design problem and (2) substantial increases in the velocity and weight of certain types of trucks specified in the crash testing guidelines that led to significantly higher impact demands than in the previous times. This state-of-the-art paper critically reviews the findings of previous studies and critiques their proposed design models. It highlights the lack of consensus regarding the failure mechanisms that should be considered in the design of concrete barriers and contrasts the results of a variety of proposed models with current design guidelines. Based on the review, recommended models for barrier design are proposed to aid in future revisions of the design specifications. Future research directions are also identified and discussed.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data shown in the paper are available from the corresponding author by request.

Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant No. 52108136), National Key Research and Development Program of China (Grant No. 2023YFC3806800) and the Fundamental Research Funds for the Central Universities. This research was also supported, in part, by National Science Foundation (Grants CNS-0958379, CNS-0855217, and ACI-1126113) and the City University of New York High-Performance Computing Center at the College of Staten Island. Any opinions, findings, conclusions, or recommendations expressed in this publication are those of the authors and do not necessarily reflect the views of the National Science Foundation and the National Science Foundation of China.

References

AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.
ACI (American Concrete Institute). 2011. Building code requirements for structural concrete (318-11) and commentary-(318R-11). Detroit: ACI.
Agrawal, A. K., S. El-Tawil, R. Cao, and W. Wong. 2022. Implementation of crash simulation technology to validate the design impact loads for concrete bridge railings under ‘MASH’. McLean, VA: Federal Highway Administration.
Alberson, D. C., W. F. Williams, and W. L. Menges. 2005. Testing and evaluation of the Florida F shape bridge rail with reduced deck thickness. FHWA/TX-05/9-8132-3. College Station, TX: Texas Dept. of Transportation.
Bligh, R. P., J. L. Briaud, A. Abu-Odeh, D. O. Saez, L. S. Maddah, and K. M. Kim. 2017. “Design Guidelines for Test Level 3 TL-3 through TL-5 Roadside Barrier Systems Placed on Mechanically-Stabilized Earth (MSE) Retaining Walls.” NCHRP Project 22-20(2). College Station, TX: Texas Transportation Institute, Texas A&M University System.
Cao, R., A. K. Agrawal, S. El-Tawil, and W. Wong. 2020. “Numerical studies on concrete barriers subject to MASH truck impact.” J. Bridge Eng. 25 (7): 04020035. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001570.
Cao, R., A. K. Agrawal, S. El-Tawil, and W. Wong. 2021a. “Data filtering in vehicle–bridge impact simulations: Evaluation of different force filtering methods and recommendations.” J. Bridge Eng. 26 (12): 04021094. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001806.
Cao, R., A. K. Agrawal, S. El-Tawil, and W. Wong. 2021b. “Performance-based design framework for concrete barriers subjected to truck collision.” J. Bridge Eng. 26 (8): 04021047. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001751.
Cao, R., S. El-Tawil, A. K. Agrawal, and W. Wong. 2021c. “Performance and capacity assessment of concrete barriers subject to lateral loading.” J. Bridge Eng. 26 (12): 04021090. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001789.
Cervenka, V., L. Jendele, and J. Cervenka. 2011. ATENA program documentation. Prague, Czech Republic: Cervenka Consulting.
Chuong, B., and R. B. Malla. 2022. “Study of yielding zone on reinforced concrete bridge parapet design for vehicular impact.” Transp. Res. Rec. 1–13. https://doi.org/10.1177/03611981221082568.
Frosch, R. J., and A. J. Morel. 2016. Guardrails for use on historic bridges: Volume 2—Bridge deck overhang design (Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2016/34). West Lafayette, IN: Purdue Univ. https://doi.org/10.5703/1288284316361.
Hallquist, J. O. 2006. “LS-DYNA theory manual.” Livermore Software Technol. Corporation 3: 25–31.
Hibbitt, Karlsson & Sorensen. 2011. ABAQUS user’s manual. 6th edn. Pawtucket: Hibbitt, Karlsson & Sorensen.
Jeon, S. J., M. S. Choi, and Y. J. Kim. 2011. “Failure mode and ultimate strength of precast concrete barrier.” ACI Struct. J. 108 (1): 99.
Khederzadeh, H. 2014. “Development of innovative designs of bridge barrier system incorporating reinforcing steel or GFRP bars.” Ph. D. thesis, Ryerson Univ. Toronto, ON, Canada.
Loken, A. E., J. S. Steelman, S. K. Rosenbaugh, R. K. Faller, and J. M. Holt. 2021. “Comparison of modified yield-line and punching shear capacities for concrete traffic barriers and bridge rails.” Transp. Res. Rec. 2675 (12): 689–701. https://doi.org/10.1177/03611981211031222.
MASH (Manual for Assessing Safety Hardware). 2009. AASHTO subcommittee on bridges and structures. Washington, D.C: MASH.
MASH (Manual for Assessing Safety Hardware). 2016. AASHTO subcommittee on bridges and structures. 2nd ed. Washington, DC: MASH.
Namy, M., J. P. Charron, and B. Massicotte. 2015a. “Structural behavior of cast-in-place and precast concrete barriers subjected to transverse static loading and anchored to bridge deck overhangs.” Can. J. Civ. Eng. 42 (2): 120–129. https://doi.org/10.1139/cjce-2013-0328.
Namy, M., J.-P. Charron, and B. Massicotte. 2015b. “Structural behavior of bridge decks with cast-in-place and precast concrete barriers: Numerical modeling.” J. Bridge Eng. 20 (12): 04015014. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000751.
NCHRP 22-41. 2022. “Proposed Modification to AASHTO LRFD Bridge Design Specifications, Section 13—Railing.” Project Statement. Accessed October 26, 2022. https://apps.trb.org/cmsfeed/TRBNetProjectDisplay.asp?ProjectID=4659.
Rosenbaugh, S., R. K. Faller, J. Dixon, A. Loken, J. D. Rasmussen, and J. Flores. 2021. Development and testing of an optimized MASH TL-4 bridge rail. Lincoln, NE: Midwest Roadside Safety Facility (MwRSF). Report No. TRP-03-415-21.
Rosenbaugh, S., R. K. Faller, J. A. Hascall, R. W. Bielenberg, K. A. Polivka, J. R. Rohde, D. L. Sicking, and E. M. Allison. 2008. Development of a stand-alone concrete bridge pier protection system. Report No. TRP-03-190-08. Lincoln, NE: Midwest Roadside Safety Facility (MwRSF), Nebraska Dept. of Roads.
Rosenbaugh, S. K., J. D. Schmidt, E. M. Regier, and R. K. Faller. 2016. Development of the Manitoba constrained-width, tall wall barrier. Lincoln, NE: Midwest Roadside Safety Facility, Univ. of Nebraska-Lincoln. Report No. TRP-03-356-16.
Ross, H., Jr., D. Sicking, R. Zimmer, and J. Michie. 1993. Recommended procedures for the safety performance evaluation of highway features. (NCHRP Report 350). Washington, DC: Transportation Research Board.
SAE, S. 1995. J211-1 instrumentation for impact test—Part 1—Electronic instrumentation. Warrendale, PA: SAE International.
Schrum, K., D. Sicking, and N. Uddin. 2016. Evaluation of design loads for concrete bridge rails. Atlanta: Final report, National Center for Transportation Systems Productivity and Management.
Sheikh, N. M., R. P. Bligh, and W. L. Menges. 2011. Determination of minimum height and lateral design load for MASH test level 4 bridge rails. Report No. 9-1002-5. College Station, TX: Texas A&M Transportation Institute.
Silvestri-Dobrovolny, C., N. Schulz, S. Moran, T. Skinner, R. Bligh, and W. Williams. 2017. MASH equivalency of NCHRP 350–Approved bridge railings. NCHRP Project 20-07 Report. Washington, DC: TCHRP.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 8August 2024

History

Received: Jul 18, 2023
Accepted: Jan 24, 2024
Published online: May 17, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 17, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Associate Professor, Key Laboratory for Damage Diagnosis of Engineering Structures of Hunan Province, Hunan Univ., Changsha 410082, China; College of Civil Engineering, Hunan Univ., Changsha 410082, China (corresponding author). ORCID: https://orcid.org/0000-0002-7075-9800. Email: [email protected]
Sherif El-Tawil, F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109.
Anil Kumar Agrawal, Dist.M.ASCE
Professor, Dept. of Civil and Environmental Engineering, City College of the City Univ. of New York, New York, NY 10031.
Waider Wong
Engineer, Federal Highway Administration, Baltimore, MD 21201.
Qi Zhu
Research Assistant, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share