Pipelines 2019
DC Water New Jersey B Street 12-to-18-Foot Diameter Trunk Sewer Geopolymer Rehabilitation during Live Dry Weather Flow
Publication: Pipelines 2019: Condition Assessment, Construction, and Rehabilitation
ABSTRACT
The Washington, DC, sewer system is managed by DC Water. As part of its capital improvement program, DC Water is performing rehabilitation on their New Jersey B Street (NJB Street) trunk line sewer. This project is 4,434 linear feet of a 12-to-18-foot-wide arched CSO masonry sewer tunnel composed of brick and unreinforced concrete. The spring line to spring line crown of the pipe is being lined with geopolymer spray on mortar. No bypass is utilized, so all construction is during active dry weather flow conditions. The cross section of the pipe contains a large deep cunette which concentrates the dry weather flow at the invert of the pipe. A portable work platform/scaffolding system is utilized to spray the crown above the dry weather flow. This project traverses through the heart of the tourist district and runs under the National Mall. Construction started fall 2018 and will be completed by September 2019. Construction takes place at off peak rush hours from 7:30 pm to 5:30 am. This minimizes traffic and tourist disturbance and flow is typically lower during the night. The general contractor (GC) is utilizing a geopolymer mortar to provide a corrosion resistant composite structural enhancement to the tunnel crown. This paper focuses on the initial condition site assessment, finite element analysis (FEA) design of a geopolymer liner solution, construction challenges, and lessons learned.
Get full access to this article
View all available purchase options and get full access to this chapter.
8. REFERENCES
Arcadis and Chester Engineers (2014) B Street/New Jersey Ave Trunk Sewer J001, Manned Inspection Status Report September 17, 2014
Bian, S and Zhao, R and LeBlanc, M and He, Qi (2018) - DC Water At Work: ---Using A Composite Liner Design to Rejuvenate the Service Life of Large Sewer Tunnels, ASCE Pipeline Conference Toronto Canada July 15-18, 2018
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.
Mauro, M and Royer, J and Hepfinger, J (2015) – Advanced Geopolymer Pipe and Structure Lining Systems, Australasian Society for Trenchless Technology (ASTT).
Royer, J and Koo, D (2015) - Comparative Analysis of Geopolymer Technology for Sewer System Rehabilitation, ASCE Pipelines.
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.
US DOT Federal Highway Administration (2010) – Geopolymer Concrete, Concrete Pavement Technology Program (CPTP) Tech Brief – Publication Number FHWA-HIF-10-014.
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.
Information & Authors
Information
Published In
Pipelines 2019: Condition Assessment, Construction, and Rehabilitation
Pages: 127 - 139
Editors: Jeffrey W. Heidrick, Burns & McDonnell and Mark S. Mihm, HDR
ISBN (Online): 978-0-7844-8249-0
Copyright
© 2019 American Society of Civil Engineers.
History
Published online: Jul 18, 2019
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.