Technical Papers
Mar 31, 2014

Large-Diameter Sewer Rehabilitation Using a Fiber-Reinforced Cured-in-Place Pipe

Publication: Practice Periodical on Structural Design and Construction
Volume 20, Issue 2

Abstract

Despite the use of trenchless methods in sewer rehabilitation for over 40 years, a lack of knowledge on the performance of emerging technologies is still a critical need in the sewer infrastructure industry. This has led to aging water infrastructure research organizations to develop rehabilitation technology demonstration programs. The results from these programs are intended to enhance the industry’s awareness of available technologies and their capabilities. One specific scenario of interest is the rehabilitation of large-diameter sewer mains. This paper describes the demonstration of an innovative fiber-reinforced composite cured-in-place pipe technology used to rehabilitate 5,243 m (17,200 ft) of 2,400-mm (96-in.) RC pipe in Irving, Texas. This technology met the utility owner’s requirements and mechanical testing showed that the liner exceeded the minimum design requirements. A key take away from the project was the importance of proper planning. Careful attention is required to ensure proper and timely preparation in advance of the lining equipment setup, especially when a project has multiple installation shots (i.e., 19 total in this case). Another important consideration is the site access and layout. Several large pieces of equipment (e.g., resin tankers, cure control trailer, wetout tent, tractor trailer, etc.) are required and access is needed to move the resin tankers in and out during on-site liner wetout. These findings are valuable for water infrastructure system engineers who need alternate methods from the traditionally disruptive pipeline renewal methods.

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Acknowledgments

The author thanks the Water Environment Research Foundation (WERF) for supporting this research; the research teams from Louisiana Tech University and Carollo Engineers for their support throughout this project; and the project stakeholders from the Trinity River Authority (TRA), RPS Espey, and Insituform for their efforts in getting this project completed.

References

AASHTO. (2002). “Standard specifications for highway bridges.” HB-17, Washington, DC.
ASTM. (2009). “Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube.” F1216, West Conshohocken, PA.
ASTM. (2010a). “Standard test methods for flexural properties of unreinforced and reinforced plastics and electrical insulating materials.” D790, West Conshohocken, PA.
ASTM. (2010b). “Standard specification for reinforced concrete culvert, storm drain, and sewer pipe.” C76, West Conshohocken, PA.
Matthews, J. (2014). “Sewer rehabilitation using an ultraviolet-cured GFR cured-in-place pipe.” Pract. Period. Struct. Des. Constr., 04014021.
Matthews, J., Dettmer, A., Simicevic, J., Hunter, W., Allouche, E., and Manning, C. (2012). “Review of QA/QC procedures associated with rehabilitation of large diameter interceptors.” Proc., North American Society for Trenchless Technology No-Dig Show, NASTT, Liverpool, NY.
Osborn, L. (2011). “San Diego pipeline rehabilitation: Landing a 747 on a sewer.” Proc., North American Society for Trenchless Technology No-Dig Show, NASTT, Liverpool, NY.
Sterling, R., Simicevic, J., Allouche, E., Condit, W., and Wang, L. (2010). “State of technology for rehabilitation of wastewater collection systems.” Rep. EPA/600/R-10/078, U.S. EPA, Washington, DC.
Sterling, R., Wang, L., and Morrison, R. (2009). “Rehabilitation of wastewater collection and water distribution systems: State of technology review report.” Rep. EPA/600/R-09/048, U.S. EPA, Washington, DC.
U.S. EPA (USEPA). (2007). “Innovation and research for water infrastructure for the 21st century, research plan.” Rep. EPA/600/X-09/003, Washington, DC.

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 20Issue 2May 2015

History

Received: Feb 19, 2014
Accepted: Mar 10, 2014
Published online: Mar 31, 2014
Published in print: May 1, 2015

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Authors

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John C. Matthews, Ph.D., A.M.ASCE [email protected]
Principal Research Scientist and Water Infrastructure Management Lead, Battelle Memorial Institute, 7231 Palmetto Dr., Baton Rouge, LA 70817. E-mail: [email protected]

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