TECHNICAL PAPERS
Feb 1, 2009

Contractor Perspective on Factors for Evaluating Installation Options for Small-Diameter Utilities

Publication: Journal of Construction Engineering and Management
Volume 135, Issue 2

Abstract

Buried municipal infrastructure is rapidly expanding due to increased urbanization. Subsequently, engineers and contractors are faced with having to designate the most effective method of installing new buried infrastructure while being mindful of cost considerations. In order to determine the most feasible underground construction method, various risks and cost factors must be assessed and analyzed. A comprehensive survey was conducted to solicit input from 28 contractors in various geographical regions throughout the United States and Canada. The intent was to determine specific risk factors and their inherent impacts, as well as to better understand cost comparison between horizontal directional drilling and traditional open-cut construction methods. This paper is relevant to practitioners and researchers because it identifies and describes risks and cost factors from a contractor perspective that can be used for evaluating installation options for small diameter pipelines in an urban environment.

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Acknowledgments

The writers would like to express their appreciation to the various contractors who participated in the survey. Their input and insight were invaluable in completing this study.

References

Allouche, E. N., Ariaratnam, S. T., and Lueke, J. S. (2000). “Horizontal directional drilling: A profile of an emerging underground construction industry.” J. Constr. Eng. Manage., 126(1), 68–76.
Ariaratnam, S. T., Lueke, J. S., and Anderson, E. (2004). “Reducing risks in unfavorable ground conditions during horizontal directional drilling.” Pract. Period. Struct. Des. Constr., 9(3), 164–169.
Barras, G. C., and Mayo, R. E. (1995). “Minidirectional drilling for installation of underground electrical conduit.” J. Constr. Eng. Manage., 121(4), 364–369.
Bennett, R. D., Ariaratnam, S. T., and Como, C. E. (2001). Horizontal directional drilling good practices guidelines, HDD Consortium, Washington, D.C.
Carpenter, R. (2007). “9th annual HDD survey—Growing pains: Maturing marketing dealing with variety of issues.” Underground Construction Magazine, June, 20–22.
Clark, R. H., and Browning, K. R. (1992). “Benefit/cost analysis of trenchless alternatives.” Cost Eng., Q.1.1–Q.1.8.
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Knight, M., Duyvestyn, G., and Gelinas, M. (2001). “Excavation of surface installed pipeline.” J. Infrastruct. Syst., 7(3), 123–129.
Lueke, J. S., and Ariaratnam, S. T. (2005). “Surface heave mechanisms in horizontal directional drilling.” J. Constr. Eng. Manage., 131(5), 540–547.
McKim, R. (1997). “Selection methods for trenchless technologies.” J. Infrastruct. Syst., 3(3), 119–125.
Najafi, M., and Kim, K. N. (2004). “Life-cycle-cost comparison of trenchless and conventional open-cut pipeline construction projects.” Proc., Pipeline Engineering and Construction, ASCE, Reston, Va., 635–640.
Tighe, S., Lee, T., McKim, R., and Hass, R. (1999). “Traffic delay cost savings associated with trenchless technology.” J. Infrastruct. Syst., 5(2), 45–51.

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Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 135Issue 2February 2009
Pages: 75 - 87

History

Received: Apr 25, 2007
Accepted: Jul 29, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Authors

Affiliations

Neil J. Woodroffe [email protected]
Environmental Infrastructure Engineer, Stantec Consulting Inc., Phoenix, AZ 85044. E-mail: [email protected]
Samuel T. Ariaratnam, M.ASCE [email protected]
Professor, Del E. Webb School of Construction, Ira A. Fulton School of Engineering, Arizona State Univ., Tempe, AZ 85287-0104 (corresponding author). E-mail: [email protected]

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