Chapter
Jul 11, 2018
Pipelines 2018

Accelerated Degradation Test on Coating Materials for Steel Pipes

Publication: Pipelines 2018: Condition Assessment, Construction, and Rehabilitation

ABSTRACT

Between 2015 and 2016, as part of a study assessing the Ohio Department of Transportation's conduit service life prediction methodology, a team of researchers from Ohio University evaluated the resistance to abrasion of different coating materials, used to extend the service life of corrugated steel pipes (CSP). Specimens of polymeric coated, bituminous coated, aluminized, and galvanized steel plates were subjected to an accelerated degradation test. The test was performed based on the ASTM A926-03(2014) standard, using a variation proposed to overcome its limited industry use due to limited availability of the required equipment. The variation consisted on using a modified Los Angeles abrasion machine instead of the unavailable machine required by the standard. Although the mentioned limitation led to the standard being withdrawn from the ASTM later in 2016; the modified equipment used in this study produced results that suggests it could be an alternative method for any research group in the industry wanting to evaluate the resistance of protective coatings used on CSP. In this test, the polymeric coating proved to be the most durable treatment, followed in order by bituminous coating, aluminized coating, and galvanized coating.

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REFERENCES

ASTM A926-03 (2014), Standard Test Method for Comparing the Abrasion Resistance of Coating Materials for Corrugated Metal Pipe (Withdrawn 2016), ASTM International, West Conshohocken, PA, 2014, https://www.astm.org/Standards/A926.htm
Ault, J.P. and J.A. Ellor, 2000, Durability Analysis of Aluminized Type 2 Corrugated Metal Pipe, Report No. FHWA-RD-97-140, Federal Highway Administration, McLean, VA.
DeCou, G. and P. Davies, 2007, “Evaluation of Abrasion Resistance of Pipe and Pipe Lining Materials,” Report No. FHWA/CA/TL-CA01-0173, California DOT, Sacramento, CA.
Hickman, R.L. and R.E. Edwards, 1990, “Abrasion Evaluation of Coated and Uncoated CMP Invert Protection Using Different Flow Rates,” Report CA/TL-90/01, California DOT, Sacremento, CA.
Hurd, J.O., 1984, “Field Performance of Protective Lining for Concrete and Corrugated Steel Pipe Culverts.” Transportation Research Record: Journal of Transportation Research Board, vol. 1001, pp. 40–45. Transportation Research Board, Washington, D.C.,
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Patenaude, R., 1984, “Bacterial Corrosion of Corrugated Steel Culvert Pipe in Wisconsin,” Transportation Research Record: Journal of Transportation Research Board, vol. 1001, pp. 66–69. Transportation Research Board, Washington, D.C.
Pyskadlo, R.M., 1992, “Experimental Culvert Test Plates: A 10 Year Summary of Performance,” NYDOT Client Report 56, New York State DOT, Albany, NY.
Temple, W.H. and S.L. Cumbaa, 1986, “Evaluation of Metal Drainage Pipe After 10 Years,” Transportation Research Record: Journal of Transportation Research Board, vol. 1087, pp. 7–14. Transportation Research Board, Washington, D.C.
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Published In

Go to Pipelines 2018
Pipelines 2018: Condition Assessment, Construction, and Rehabilitation
Pages: 154 - 162
Editors: Christopher C. Macey, AECOM and Jason S. Lueke, Ph.D., Associated Engineering
ISBN (Online): 978-0-7844-8165-3

History

Published online: Jul 11, 2018
Published in print: Jul 12, 2018

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Authors

Affiliations

Johnnatan Garcia-Ruiz, S.M.ASCE [email protected]
Ph.D. Student and Graduate Research Assistant, Civil Engineering Dept., Ohio Univ., 102 Stocker Center, Athens, OH 45701-2979 (corresponding author). E-mail: [email protected]
Shad Sargand, Ph.D., M.ASCE [email protected]
Russ Professor and Associate Director, Civil Engineering Dept., Ohio Univ., 208 Stocker Center, Athens, OH 45701-2979. E-mail: [email protected]
Teruhisa Masada, Ph.D., A.M.ASCE [email protected]
Professor, Civil Engineering Dept., Ohio Univ., 224 Stocker Center, Athens, OH 45701-2979. E-mail: [email protected]

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