Technical Papers
Jun 27, 2014

Solving Critical Lifts Utilizing 3D Modeling Software

Publication: Practice Periodical on Structural Design and Construction
Volume 20, Issue 3

Abstract

The acceptance of utilizing three-dimensional (3D) modeling programs for planning purposes in the heavy civil construction industry is on the rise. The ability to play out all possible construction process scenarios in a virtual world rather than in reality and to remove conflicts prior to the start of the work is a priceless construction planning tool. This paper explains the successful use of a 3D modeling program to plan and execute a critical lift on the Moses Wheeler Bridge project located in Connecticut. The critical lift examined here consisted of four drop-in girders. Specifically, 3D modeling was used to examine the placement of these four girders by two cranes positioned on each side of the river channel. During the planning stage, a virtual construction site was created in a commercial 3D modeling program utilizing contract plans and actual as-built survey data. Over a period of 3 days, four girder lines were erected safely and ahead of the planned project schedule. Besides the schedule gains, the project benefited from decreases in engineering costs and possible construction quality-related issues that might arise during a traditional analysis.

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References

AASHTO. (2007). LRFD bridge design specifications, 4th Ed., Washington, DC.
AISC. (2006). Steel construction, 13th Ed., Chicago.
Connecticut DOT (CTDOT). (2010). Moses Wheeler Bridge, 〈http://www.moseswheelerbridge.com/〉 (Jun. 20, 2014).
Ruby, D. I. (2008). Design guide 23: Constructability of structural steel buildings, AISC, Chicago.
U.S. Department of Labor. (2003). “Definitions: Safety and health regulations for construction: Steel erection, occupational safety and health administration.” 1926.751, Washington, DC.
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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 20Issue 3August 2015

History

Received: Jun 7, 2014
Accepted: Jun 12, 2014
Published online: Jun 27, 2014
Published in print: Aug 1, 2015

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Authors

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Vladimir Filip Simonovski [email protected]
Assistant Project Manager, Walsh/PCL Joint Venture II, Q-Bridge, 414A Chapel St., Ste. 300, New Haven, CT 06511. E-mail: [email protected]
Cliff Schexnayder, Dist.M.ASCE [email protected]
Eminent Scholar Emeritus, Del E. Webb School of Construction, Arizona State Univ., P.O. Box 6700, Chandler, AZ 85246 (corresponding author). E-mail: [email protected]

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