TECHNICAL PAPERS
Oct 1, 2008

Field Investigation of a Sandwich Plate System Bridge Deck

Publication: Journal of Performance of Constructed Facilities
Volume 22, Issue 5

Abstract

This paper presents the results of a live-load test of the Shenley Bridge, the first bridge application of the sandwich plate system technology in North America. The investigation focused on the evaluation of in-service performance including lateral load distribution behavior and dynamic load allowance. Real-time midspan deflections and strain values were measured under both static and dynamic conditions and under various loading configurations to assess the in-service performance. Distribution factors were determined for interior and exterior girders subjected to single and paired truck loadings. In addition, dynamic load allowance was determined from a comparison of the bridge’s response under static conditions to the response under dynamic conditions. From a comparison of measured results to AASHTO LRFD, AASHTO standard, and CHBDC provisions, it was determined that the current provisions tend to produce conservative predictions for lateral load distribution, but can be unconservative for dynamic load allowance. As a result of the testing program containing a single field test, a finite-element model was also used for determination of lateral load distribution and yielded predictions similar to measured results. The results from the finite-element models were often less conservative than the code provisions.

Get full access to this article

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

Acknowledgments

This work is part of a project sponsored by the Federal Highway Administration (FHWA) and the Virginia Transportation Research Council (VTRC) with support from the Innovative Bridge Research and Construction program. The writers would like to thank Intelligent Engineering (IE) and the CANAM Group for their assistance on the project and also the Transportation Ministry of Québec (MTQ) for their support during the testing. The authors would especially like to thank Dr. Michael Brown and Bernard Kassner from VTRC for their assistance during the field testing.

References

AASHTO. (2002). Standard specifications for highway bridges, 17th Ed., Washington, D.C.
AASHTO. (2004). AASHTO LRFD bridge design specifications, Washington, D.C.
ANSYS. (2004). ANSYS Release 9.0 documentation, version 9.0, Swanson Analysis System, Inc., Canonsburg, Pa.
Barr, P. J., Eberhard, M. O., and Stanton, J. F. (2001). “Live-load distribution factors in prestressed concrete girder bridges.” J. Bridge Eng., 6(5), 298–306.
Campbell Scientific. (2006). “CR9000 measurement & control system.” ⟨http://www.campbellsci.com/cr9000⟩ (December 5, 2006).
Canadian Standards Association (CSA). (2000). Canadian highway bridge design code, CAN/CSA-S6-00, CSA International, Toronto.
Cantieni, R. (1984). “Dynamic load testing of highway bridges.” Proc., 2nd Bridge Engineering Conf., Transportation Research Board, Washington, D.C., Minneapolis, 141–148.
Chan, T. H. T., and O’Connor, C. (1990). “Vehicle model for highway bridge impact.” J. Struct. Eng., 116(7), 1772–1793.
Chen, Y. (1995). “Refined and simplified methods of lateral load distribution for bridges with unequally spaced girders. I: Theory.” Comput. Struct., 55(1), 1–15.
Chung, W., Liu, J., and Sotelino, E. D. (2006). “Influence of secondary elements and deck cracking on the lateral load distribution of steel girder bridges.” J. Bridge Eng., 11(2), 178–187.
Chung, W., and Sotelino, E. D. (2006). “Three-dimensional finite-element modeling of composite girder bridges.” Eng. Struct., 28(1), 63–71.
Conner, S., and Huo, X. S. (2006). “Influence of parapets and aspect ratio on live-load distribution.” J. Bridge Eng., 11(2), 188–196.
Eamon, C. D., and Nowak, A. S. (2002). “Effects of edge-stiffening elements and diaphragms on bridge resistance and load distribution.” J. Bridge Eng., 7(5), 258–266.
Eom, J., and Nowak, A. S. (2001). “Live load distribution for steel girder bridges.” J. Bridge Eng., 6(6), 489–497.
Fu, C. C., Elhelbawey, M., Sahin, M. A., and Schelling, D. R. (1996). “Lateral distribution factor from bridge field testing.” J. Struct. Eng., 122(9), 1106–1109.
Harris, D. K., Cousins, T., Murray, T. M., and Ferro, A. (2006). “Live load test of a SPS bridge.” Proc., Int. Conf. on Short & Medium Span Bridges, Canadian Society for Civil Engineering, Montréal.
Kennedy, D. J. L., Dorton, R. A., and Alexander, S. B. D. (2002). “The sandwich plate system for bridge decks.” Proc., 2002 Int. Bridge Conf., Engineer's Society of Western Pennsylvania, Pittsburgh.
Kim, S., and Nowak, A. S. (1997). “Load distribution and impact factors for I-girder bridges.” J. Bridge Eng., 2(3), 97–104.
Martin, J. D., and Murray, T. M. (2005). “Sandwich plate system bridge deck tests.” Research Rep. No. CEE/VPI-ST04/07, Intelligent Engineering (Canada) Limited, Ottawa, Ont., and the CANAM Group, Bouchervlle, Quebec.
Murray, T. M. (2005). “Shenley Bridge vibration measurements.” Technical Rep. to Intelligent Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, Va.
Paultre, P., Chaallal, O., and Proulx, J. (1992). “Bridge dynamics and dynamic amplification factors-a review of analytical and experimental findings.” Can. J. Civ. Eng., 19, 260–278.
Restrepo, E., Cousins, T., and Lesko, J. (2005). “Determination of bridge design parameters through field evaluation of the Route 601 Bridge utilizing fiber-reinforced polymer girders.” J. Perform. Constr. Facil., 19(1), 17–27.
Stallings, J. M., and Yoo, C. H. (1993). “Tests and ratings of short-span steel bridges.” J. Struct. Eng., 119(7), 2150–2168.
Tilly, G. P. (1986). “Dynamic behaviour of concrete structures.” Rep. of the RILEM 65 MDB Committee, Elsevier, New York.
Vinson, J. R. (1999). The behavior of sandwich structures of isotropic and composite materials, Technomic Pub. Co., Lancaster, Pa.
Waldron, C. J., Cousins, T. E., Nassar, A. J., and Gomez, J. P. (2005). “Demonstration of use of high-performance lightweight concrete in bridge superstructure in Virginia.” J. Perform. Constr. Facil., 19(2), 146–154.
Zokaie, T. (1992). “Distribution of wheel loads on highway bridges.” NCHRP, Research Results Digest, (187), 1–31.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 22Issue 5October 2008
Pages: 305 - 315

History

Received: May 25, 2007
Accepted: Nov 20, 2007
Published online: Oct 1, 2008
Published in print: Oct 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Devin K. Harris [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931 (corresponding author). E-mail: [email protected]
Tommy Cousins [email protected]
Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. E-mail: [email protected]
Thomas M. Murray [email protected]
Montague-Betts Professor of Structural Steel Design, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. E-mail: [email protected]
Elisa D. Sotelino [email protected]
Professor, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061. E-mail: [email protected]

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.

Cited by

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