Chapter
Jul 18, 2019
Pipelines 2019

Narragansett Bay Commission Rehabilitation of Large Diameter Brick Sewer with Geopolymer Mortar

Publication: Pipelines 2019: Condition Assessment, Construction, and Rehabilitation

ABSTRACT

The summer of 2018, the Narraganset Bay Commission (NBC) undertook their first large scale geopolymer mortar pipe rehab project as part of the Route 6 and 10 Interchange reconstruction in Providence, RI. This is part of a Rhode Island Department of Transportation (RI DOT) project to fully reconstruct the Route 6 and 10 approach ramps and elevated superstructure by 2020. The trenchless subcontractor rehabilitated 2,430 linear feet (LF) of brick pipe up to 60” diameter round and including vertical ellipses ranging 30”×45” to 38”×57”. This was done using spin cast geopolymer lining (SCGL) utilizing GeoSpray geopolymer mortar. SCGL provides a structurally independent, corrosion resistant new pipe in a pipe. Because many of the manholes were located in the middle of a 4-lane highway, maintenance and protection of traffic (MPT) played a critical part in the success of this project. Fortunately, SCGL requires a very small construction footprint, beneficial in dense traffic areas, and it does not require excavated insertion pits. The contractor completed all the rehabilitation in August 2018. This presentation will focus on the trenchless options considered, why NBC selected geopolymer mortar, construction challenges in the middle of a highway, and lessons learned.

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9. REFERENCES

Davidovits, J (1991) - Geopolymers – Inorganic Polymeric New Materials, Journal of Thermal Analysis, 37, 1633-1656.
Davidovits, J (2011) - Geopolymer Chemistry and Applications, Geopolymer Institute, Third Edition.
EPA/600/R-14/443 (2014) - Performance Evaluation of an Innovative Fiber Reinforced Geopolymer Spray Applied Mortar for Large Diameter Wastewater Main Rehabilitation in Houston, TX.
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Royer, J and Allouche, E (2016) - Laboratory Testing and Analysis of Geopolymer Pipe-lining Technology for Rehabilitation of Sewer & Storm water Conduits, NASTT 2016 No-Dig; Dallas TX, Paper No WM-T6.
US Army Corps of Engineers (1998) – Engineering and Design Guide Conduits, Culverts and Pipes – Engineer Manual 1110-2-2902.
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Watkins, R and Anderson, L (2000) - Mechanics of Buried Pipes, CRC Press.
Wilson, C and Mathis, J (2016) - Geopolymer Mortar System Rehabilitates Pipes, Culverts, Public Works Digest, Volume XXVIII, No. 3; July/August/September.

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Go to Pipelines 2019
Pipelines 2019: Condition Assessment, Construction, and Rehabilitation
Pages: 233 - 247
Editors: Jeffrey W. Heidrick, Burns & McDonnell and Mark S. Mihm, HDR
ISBN (Online): 978-0-7844-8249-0

History

Published online: Jul 18, 2019
Published in print: Jul 18, 2019

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Authors

Affiliations

P.E.
Narragansett Bay Commission (NBC), One Service Rd., Providence, RI 02905. E-mail: [email protected]
Scott Naiva [email protected]
P.E.
Milliken Infrastructure Solutions, LLC, 707 Old Eagle School Rd., Wayne, PA 19087. E-mail: [email protected]
James Fleming [email protected]
National Water Main Cleaning (NWMCC), A Carylon Company, 25 Marshall St., Canton, MA 02021. E-mail: [email protected]

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