Technical Papers
Jul 14, 2012

Prefabricated Bridge Construction across Europe and America

This article has a reply.
VIEW THE REPLY
Publication: Practice Periodical on Structural Design and Construction
Volume 17, Issue 3

Abstract

Determining the most efficient and economical way to build a new or replacement bridge is not as straightforward a process as it once was. The total cost of a bridge project is not limited to the amount spent on concrete, steel, and labor. Construction activities disrupt the typical flow of traffic around the project and results in additional costs to the public in the form of longer wait times, additional mileage traveled to get around the work zone, or business lost attributable to customers avoiding the construction. The risk of injury to workers because of traffic interactions or construction activities increase with each hour spent at the construction site. Finding a way to shorten the time spent on the jobsite is beneficial to the contractor, the owner, and the traveling public. Prefabricating certain bridge elements reduces the time spent at the construction site and reduces the effects on the road users and the surrounding community. For example, steel beams with composite concrete decks reduce the construction time over cast-in-place concrete superstructures. In some instances, entire structures have been fabricated off-site under strict environmental and quality controls and then shipped to the site and erected in a matter of days instead of months. The total cost of using prefabricated bridge elements (PBE) depends greatly on the scale of the prefabrication. The more that prefabrication is used, the lower the costs. Even under limited use, however, prefabrication is usually comparable to traditional construction techniques. However, when durability and user costs are taken into account, the overall cost may be significantly less than traditional piece-by-piece construction. To improve the competitiveness of prefabricated composite bridges, a European research and development project, ELEM RFSR-CT-2008-00039, was started in 2008. The overall objective of the project is to make prefabricated bridges more competitive through development of new cost-effective, time-efficient, and sustainable bridge structures. The project has started with a knowledge extension, in the form of the workshop on “Composite Bridges with Prefabricated Deck Elements.” This workshop was held in Stockholm, Sweden, in March 2009 to share the knowledge and experience gained by agencies around the globe. During the workshop, experiences from Europe and the United States were presented in an effort to promote the use of accelerated bridge construction (ABC) and prefabricated bridge elements.

Get full access to this article

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

References

Berthellemy, J. (2001). “Composite construction—Innovative solutions for road bridges.” Proc., 3rd Int. Meeting on Composite Bridges, Luleå Univ. of Technology, Luleå, Sweden.
Berthellemy, J. (2009). “French experiences from prefabricated deck elements.” Proc., Workshop on Composite Bridges with Prefabricated Deck Elements, Luleå Univ. of Technology, Luleå, Sweden.
Collin, P., and Johansson, B. (1999). “Wettbewerbsfaehige Bruecken in Verbundbauweise.” StahlbauSTAHAE, 68(11), 908–918 (in German).
Commonwealth of Massachusetts. (2010). “Laboratory for Innovation.” 〈http://www.eot.state.ma.us/acceleratedbridges/pr_lab.htm〉 (Jun. 21, 2011).
Culmo, M. P. (2009). “Prefabricated composite bridges in the United States including total bridge prefabrication.” Proc., Workshop on Composite Bridges with Prefabricated Deck Elements, Luleå Univ. of Technology, Luleå, Sweden.
Degerman, H. (2002). “Samhällsekonomisk analys av hastighetsnedsättning vid bro söder om Norrfors.” Internal Rep., Banverket, Norra Regionen, Sweden (in Swedish).
Federal Highway Administration (FHWA). (2005). “Prefabricated bridge elements and systems in Japan and Europe.” FHWA-PL-05-003, Office of Engineering, Bridge Division, Washington, DC.
Federal Highway Administration (FHWA). (2009). “Connection details for prefabricated bridge elements and systems.” FHWA-IF-09-010, Office of Engineering, Bridge Division, Washington, DC.
Federal Highway Administration (FHWA). (2010). “Field cast UHPC connections for modular bridge deck elements.” FHWA-HRT-11-022, Office of Engineering Bridge Division, Washington, DC.
Gordon, S., and May, I. (2006). “Development of in situ joints for pre-cast bridge deck units.” Proc. ICE—Bridge Eng., 159(1), 17–30.
Gordon, S., and May, I. (2007). “Precast deck systems for steel-concrete composite bridges.” Proc. ICE—Bridge Eng., 160(1), 25–35.
Hällmark, R., Collin, P., and Stoltz, A. (2009). “Innovative prefabricated composite bridges.” Struct. Eng. Int., 19(1), 69–78.
Harju, T. (2009). “CASE—Laisentianjoki Bridge.” Proc., Workshop on Composite Bridges with Prefabricated Deck Elements, Luleå Univ. of Technology, Luleå, Sweden.
Mammoet USA. (2009). 〈http://www.mammoet.com〉 (Aug. 4, 2011).
Mistry, V. (2008). “Need for prefabricated bridge elements and systems for accelerated bridge construction.” WASHTO-X Webinar (Jun. 17, 2008).
Nilsson, M. (2001). “Samverkansbroar ur ett samhällsekonomiskt perspektiv.” Master’s thesis, Luleå Univ. of Technology, Luleå, Sweden (in Swedish).
Ralls, M. L. (2008). “Benefits and costs of prefabricated bridges.”Accelerated Bridge Construction Study, Utah Dept. of Transportation, Salt Lake City, UT.
Seidl, G. (2009). “Composite Element Bridges.” Proc., Workshop on Composite Bridges with Prefabricated Deck Elements, Luleå Univ. of Technology, Luleå, Sweden.
Seidl, G., and Braun, A. (2009). “VFT-WIB-Brücke bei vigaun—Verbundsbrücke mit externer bewehrung.” Stahlbau, 78(2), 86–93 (in German).STAHAE
Splice Sleeve North America. (2009). 〈http://www.splicesleeve.com〉 (Aug. 4, 2011).
Utah Dept. of Transportation (UDOT). (2004). “Utah Dept. of Transportation,”〈www.udot.utah.gov〉 (Mar. 27, 2009).

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 17Issue 3August 2012
Pages: 82 - 92

History

Received: May 16, 2011
Accepted: Aug 29, 2011
Published ahead of production: Jul 14, 2012
Published online: Jul 16, 2012
Published in print: Aug 1, 2012

Permissions

Request permissions for this article.

Authors

Affiliations

Robert Hällmark [email protected]
M.Sc. Civil Engineering, LTU/Ramböll Sverige AB, Luleå, Sweden. E-mail: [email protected]
Harry White [email protected]
New York State Dept. of Transportation, Albany, NY (corresponding author). E-mail: [email protected]
Peter Collin [email protected]
Professor, LTU/Ramböll Sverige AB, Luleå, Sweden. 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