TECHNICAL PAPERS
Jan 1, 1986

On Modular Full Depth Bridge Deck Rehabilitation

Publication: Journal of Transportation Engineering
Volume 112, Issue 1

Abstract

Bridge deck systems consisting of a series of full depth precast concrete slab panel modules laid on steel stringers have been used for construction of new bridges as well as for rehabilitation of deteriorated bridge decks since at least the early sixties. Rapid construction is the main incentive of such construction method, which has been used for highway as well as for railway bridges, at a number of locations in the US and overseas. Prior to 1973, the application of full depth panels in the US were limited to noncomposite deck spans. A brief summary of essential features of these bridges are given. The emphasis of the paper is on the evolution of the application of the method since 1973 to date, which includes primarily composite spans and a number of major bridges. Various connection details and joint materials used in a number of bridges built by over half a dozen transportation agencies, using full depth precast panel are examined. Some of the persisting problems and uncertainties in using this method are also pointed out.

Get full access to this article

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

References

1.
Berger, R. H., “Full‐Depth Modular Precast, Prestressed Bridge Decks,” Bridges and Culverts, Transportation Research Record 903, Transportation Research Board, National Research Council, National Academy of Sciences, Washington, DC, 1983, pp. 52–59.
2.
Biswas, M., Iffland, J. S. B., Schofield, R. E., and Gregory, A. E., “Pre‐cast Bridge Deck Replacement Applications,” Innovations in Construction and Maintenance of Transportation Facilities, Special Report 148, Transportation Research Board, National Research Council, National Academy of Sciences, Washington, DC, 1974, pp. 136–148.
3.
The Consulting Engineers Group, Inc., Connections for Modular Precast Concrete Bridge Decks, Final Report submitted to the United States Department of Transportation, Federal Highway Administration, FHWA/RD‐82/106, NTIS Document No. PB84‐118058, Aug., 1983, 120 pp.
4.
Donnaruma, R. C., A Review of the Development of Systems for Pre‐cast Deck Replacement for Composite I‐Beam Bridges, A report presented to the Research Committee, International Bridge, Tunnel and Turnpike Association, Chicago, IL, Aug., 1974.
5.
Greiner Engineering Sciences, Inc., “Widening a Replacement of Concrete Deck of Woodrow Wilson Memorial Bridge,” presentation transcript, Session 187, Modular Concrete Bridge Decks, 62nd Annual Meeting of the Transportation Research Board, Washington, DC, Jan. 20, 1983.
6.
Gutzwiller, M. J., Lee, R. H., and Scholer, C. F., “Pre‐cast, Prestressed Concrete for Bridge Decks,” Improving Pavement and Bridge Deck Performance, Special Report 116, Highway Research Board, National Research Council, National Academy of Sciences, National Academy of Engineering, Washington, DC, 1971, pp. 30–41.
7.
Knudsen, C. V., “Re‐decking of a Bridge with Precast Concrete,” Civil Engineering, American Society of Civil Engineers, NY, Vol. 50, No. 4, Apr., 1980, pp. 75–77.
8.
New York State Thruway Authority—URS/Madigan Praeger, Inc., Feasibility Study to Replace a Deteriorated Bridge Deck with a Precast‐concrete Deck, Report, Apr., 1973, 67 pp.
9.
Peterson, P. C., “Milford‐Montegue Toll Bridge—Deck Replacement with Precast Concrete—Delaware River Joint Toll Bridge Commission,” Presentation transcript, Session 187, Modular Concrete Bridge Decks, 62nd Annual Meeting of the Transportation Research Board, Jan. 20, 1983.
10.
Sawyer, J. E., “Innovations in Steel Bridge Design and Construction,” presented at the AISC National Engineering Conference, Chicago, IL, Mar. 12, 1982.
11.
Scholer, C. F., “Eleven‐Year Performance of Two Precast, Prestressed Concrete Bridge Decks,” Segmental and System Bridge Construction: Concrete Box Girder and Steel Design, Transportation Research Record 871, Transportation Research Board, National Research Council, National Academy of Sciences, Washington, DC, 1982, pp. 34–37.
12.
Slavis, C., “Precast Concrete Deck Modules for Bridge Deck Reconstruction,” Segmental and System Bridge Construction: Concrete Box Girder and Steel Design, Transportation Research Record 871, Transportation Research Board, National Research Council, National Academy of Sciences, Washington, DC, 1982, pp. 30–33.
13.
System Building for Bridges, Special Report 132, Highway Research Board, National Research Council, National Academy of Sciences, National Academy of Engineering, Washington, DC, 1972, 76 pp.
14.
U.S. Steel, Pre‐Cast Slabs for Composite Bridge Decking—State of the Art Report, ADUSS 88‐7958‐01, Nov., 1981.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 112Issue 1January 1986
Pages: 105 - 120

History

Published online: Jan 1, 1986
Published in print: Jan 1986

Permissions

Request permissions for this article.

Authors

Affiliations

Mrinmay Biswas, M. ASCE
Dir., Transportation and Infrastructure Research Center, and Assoc. Prof., Dept. of Civ. and Environmental Engrg., Duke Univ., Durham, NC 27706

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