Chapter
Jul 11, 2018
Pipelines 2018

Strike While the Iron is Hot—An “All of the Above” Approach Blends Rehabilitation and Renovation with Reactive Replacement

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

ABSTRACT

When an 85 year old large-diameter valve needs replacement, no one expects it to be a simple task. Typical underground valve vaults of the 1920s seldom afford easy access for replacement, and can provide their share of surprises. When the valve is one of five large diameter valves housed inside the same 1,100 square foot vault that was constructed in three distinct phases and subsequently modified over its lifetime, however, the challenges and opportunities are certain to extend beyond replacement of the broken valve alone. The city of Minneapolis, along with engineer CDM Smith and contractor PCI Roads, recently completed a project that included redesign and renovation of the entire reinforced concrete and brick valve vault. The project included structural repair and replacement (including replacement of the cast-in-place roof with sectional precast slabs that can be removed for future work), replacement of the broken valve and associated piping, and extensive rehabilitation of four other large-diameter valves inside the vault, which offered a less expensive alternative to replacement of those valves. The project is an example of utilizing the need to replace a specific component as an opportunity to think holistically and make other cost-effective improvements for the long term.

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REFERENCES

AASHTO (American Association of State Highway and Transportation Officials), (2015) LRFD Bridge Design Specifications, 7th Edition. First Printing. AASHTO, Washington, DC
ACI (American Concrete Institute). (2013) Building Code Requirements for Structural Concrete, Standard ACI 318–11. Fourth printing. ACI, Farmington Hills, MI
ACI (American Concrete Institute). (2013) Code Requirements for Evaluation, Repair, and Rehabilitation of Concrete Buildings, Standard ACI 562–13. First Printing. ACI, Farmington Hills, MI
ACI (American Concrete Institute). (2007) Guide for Evaluation of Concrete Structures before Rehabilitation. Guide ACI 364. 1R–07. First Printing. ACI, Farmington Hills, MI
ASCE (American Society of Civil Engineers). (2014) Minimum Design Loads for Buildings and Other Structures, Standard ASCE/SEI 7-10. Third printing. ASCE, Reston, VA.
AWWA (American Water Works Association). (2004) Steel Pipe – A Guide for Design and Installation, 4th Edition, Standard AWWA Manual M11. First Printing. AWWA, Denver, CO.

Information & Authors

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Published In

Go to Pipelines 2018
Pipelines 2018: Condition Assessment, Construction, and Rehabilitation
Pages: 717 - 726
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

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Authors

Affiliations

Peter J. Pfister [email protected]
P.E.
Minneapolis Water Works, City of Minneapolis, 4300 Marshall St., Minneapolis, MN 55421. E-mail: [email protected]
Michael J. Mitchell, M.ASCE [email protected]
P.E., S.E.
CDM Smith Inc., 75 State St., Suite 701, Boston, MA 02109. E-mail: [email protected]

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