TECHNICAL PAPERS
Feb 1, 2010

Rapid Girder Selection and Cost Estimation for Simple-Made-Continuous Steel Bridge Design

Publication: Practice Periodical on Structural Design and Construction
Volume 15, Issue 4

Abstract

Prestressed precast bridges currently dominate the short to medium bridge market in the state of Colorado. This can be attributed to a lack of competitive steel construction products combined with a strong presence of precast fabricators in the region. For steel girders there is a lack of readily available economical and innovative procedures to design and construct steel bridges, which has hindered the industry in certain areas of the country such as Colorado. A significant percent of the bridges throughout the United States are in need of repair and many in need of replacement. In many part of the country, steel bridges can provide an economic and rapid solution for new and replacement bridges. This paper summarizes the results of a study sponsored by the Colorado DOT to develop a rapid preliminary design and cost estimation tool for simple-made-continuous design and construction. In that method, steel girders are designed as simply supported for the noncomposite dead loads and continuous for composite dead loads and live loads, which can provide economy for spans up to 35 m (120 ft). The methodology summarized herein follows the logic of the AASHTO LRFD specifications. Design charts and tables were created to outline structural steel weight to span length and number of girders, which could be used to prepare initial bids during the material section process.

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Acknowledgments

The funding for this study was provided by the Colorado Department of Transportation Research Branch. The writers are solely responsible for the accuracy of the information presented herein and the opinions presented in this paper do not necessarily represent the opinions of the Colorado Department of Transportation.

References

ASCE. (2005). “Report Card for America’s Infrastructure,” Reston, Va.
Azizinamini, A., Farimani, R., and Lampe, N. (2007). “Comparing two construction methods on the steel bridges economy.” University of Nebraka, ⟨http://www.asceditor.usm.edu/archives/2005/CPR05_3000_Farimani05.htm⟩ (May 13, 2007).
Azizinamini, A., Lampe, N. J., and Yakel, A. J. (2003). “Toward development of a steel bridge system—Simple for dead load and continuous for live load.” Vers. Final Rep., National Bridge Research Organization, Dept. of Civil Engineering, Univ. of Nebraska-Lincoln, Lincoln, Neb., ⟨http://www.ne-ltap.unl.edu/ndor/ndor1.html⟩ (June 3, 2007).
Azizinamini, A., and Vander Veen, L. (2004). “Simple-made-continuous.” NSBA Steel Bridge News, ⟨http://www.steelbridges.org/pdfs/Oct04.pdf⟩ (May 13, 2007).
Barber, T. L. (2006). “Simple made continuous bridge cuts costs.” NSBA Steel Bridge News, ⟨http://www.aisc.org/MSCTemplate.cfm?Section=Modern_Steel_Construction2&template=/ContentManagement/ContentDisplay.cfm&ContentID=32940⟩ (May 13, 2007).
Colorado DOT. (2002). CDOT bridge design manual, CDOT, Denver.
MSC. (2006). Steel bridge uses simple-made-continuous construction.” Modern Steel Construction.
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Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 15Issue 4November 2010
Pages: 287 - 293

History

Received: Oct 13, 2009
Accepted: Jan 29, 2010
Published online: Feb 1, 2010
Published in print: Nov 2010

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Authors

Affiliations

John W. van de Lindt, M.ASCE [email protected]
Professor and Drummond Chair in Civil Engineering, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama, Box 870205, Tuscaloosa, AL 35487–0205; formerly, Associate Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author). E-mail: [email protected]
Alex Stone, A.M.ASCE
Formerly, Graduate Research Assistant, Colorado State Univ., Campus Mail Stop 1372, Fort Collins, CO 80523-1372.

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