Technical Papers
Oct 24, 2011

Field Service Conditions of the Oldest Corrugated HDPE Pipe Culvert under Ohio’s Roadway

Publication: Journal of Performance of Constructed Facilities
Volume 27, Issue 3

Abstract

A research institute at Ohio University recently conducted a comprehensive study on highway culvert structures for the Ohio Department of Transportation. During the study, a number of thermoplastic pipe structures under Ohio’s highways were inspected and rated. One of the thermoplastic pipe structures was a 0.61-m-diameter (24-in.-diameter) corrugated high-density polyethylene (HDPE) pipe under State Route 145 in Noble County, Ohio. What was unique about this pipe structure was that it was the oldest thermoplastic pipe culvert in service in Ohio. The pipe was installed under a shallow cover in 1981. The Ohio University team visited the culvert site in 2004 and inspected the pipe structure thoroughly. It was inspected again in June 2010. Drainage water entering the culvert was acidic, indicating the influence of a nearby surface coal-mining operation. The pipe structure had moderate amounts of deflection under the roadway, but overall it appeared to be in satisfactory condition. In 2004, a short pipe section was taken from the outlet end to determine if the pipe material had degraded over the years from constant exposure to ultraviolet light and acid mine drainage. A series of tensile strength and density tests were performed according to industry standard test methods. Test results showed that the thermoplastic pipe material experienced little aging. Finally, a course of action was recommended for the HDPE pipe structure based on a basic risk assessment analysis.

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Acknowledgments

The ORITE researchers are grateful to the Ohio Department of Transportation (ODOT) for sponsoring the research project described in this paper. The contents of the paper do not necessarily reflect the official views or policies of the ODOT, unless otherwise stated.

References

AASHTO. (2006). “Standard specifications for corrugated polyethylene pipe, 300 to 1500 mm diameter.” M-294, Washington, DC.
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ASTM. (2010c). “Standard test method for density of plastics by the density-gradient technique.” D-1505, West Conshohocken, PA.
ASTM. (2010d). “Standard test method for tensile properties of plastics.” D-638, West Conshohocken, PA.
Goddard, J. B. (1990). “Nine year performance review of a 24-inch diameter culvert serving mineral areas.” Proc., 1st National Conf. on Structural Performance of Flexible Pipes, Sargand, Mitchell, and Hurd, eds., Balkema, Rotterdam, Netherlands, 89–94.
Hurd, J. O. (1986). “Field performance of corrugated polyethylene pipe culverts in Ohio.” Transportation Research Record 1087, Transportation Research Board, National Research Council, Washington, DC, 1–6.
McGrath, T. J., and Beaver, J. L. (2004). “Condition assessment of highway culverts and determination of performance measures.” Rep. No. UT-94.05, Final Report to Utah DOT, Simpson, Gumpertz & Heger Inc., Salt Lake City, UT.
Missouri Department of Transportation (Missouri DOT). (2001). “Culvert study report.” Rep. No. RDT00-004, Missouri DOT, Jefferson City, MO.
Mitchell, G. F., Masada, T., Sargand, S. M., and Tarawneh, B., and Jobes Henderson Associates. (2005). “Risk assessment and update of inspection procedures for culverts.” Rep. No. FHWA/OH-2005/002, Final Report to Ohio DOT and U.S. DOT, Ohio Univ., Athens, OH.
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Ohio Department of Transportation (ODOT). (2003). Culvert management manual, ODOT, Columbus, OH.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 27Issue 3June 2013
Pages: 326 - 333

History

Received: May 31, 2011
Accepted: Oct 20, 2011
Published online: Oct 24, 2011
Published in print: Jun 1, 2013

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Authors

Affiliations

Teruhisa Masada, A.M.ASCE [email protected]
Professor, Civil Engineering Dept., Russ College of Engineering and Technology, Ohio Univ., Athens, OH 45701 (corresponding author). E-mail: [email protected]
Shad M. Sargand, M.ASCE [email protected]
Russ Professor, Civil Engineering Dept., Russ College of Engineering and Technology, Ohio Univ., Athens, OH 45701. E-mail: [email protected]
James B. Goddard [email protected]
Consultant, Former Chief Engineer, Advanced Drainage Systems, Inc., 177 Wallsend Court, Powell, OH 43065. E-mail: [email protected]

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