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Aug 10, 2023

Balancing the High Wire: A Review of Prestressing Wire in Great Lakes Water Authority’s Transmission System

ABSTRACT

This paper discusses prestressed concrete cylinder pipe (PCCP) prestressing wire testing results from 2017 to 2021 and the correlation between dynamic strain aging (DSA) and hydrogen embrittlement. It provides a case study on how this information affected GLWA’s pipeline management approach. Additionally, in August 2022, Great Lakes Water Authority (GLWA) experienced a main break on a 120-in. PCCP water main that caused disruptions to more than 1,000,000 customers. A forensic investigation was also performed on this water main, and lengths of prestressing wire were submitted for the laboratory testing. The results of this testing are also included as a case study.

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REFERENCES

AWWA (American Water Works Association). (2012). AWWA C304 Standard for Design of Prestressed Concrete Cylinder Pipe. AWWA.
AWWA (American Water Works Association). (1972). AWWA C301 Standard for Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, For Water and Other Liquids. AWWA.
ASTM. (2018). ASTM Standard A648: Standard Specification for Steel Wire, Hard Drawn for Prestressing Concrete Pipe. ASTM International.
Price, R. E., Lewis, R. A., and Erlin, B. (1998). Effects of Environment on the Durability of Prestressed Concrete Cylinder Pipe, Pipelines in the Constructed Environment, ASCE, pp. 584–593.

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Go to Pipelines 2023
Pipelines 2023
Pages: 351 - 360

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Published online: Aug 10, 2023

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Scott Jauch [email protected]
1Assistant Project Manager, HDR, Ann Arbor, MI. Email: [email protected]
Robert J. Peterman, Ph.D. [email protected]
P.E.
2President, RJ Peterman & Associates, Inc., Manhattan, KS. Email: [email protected]
John W. Norton Jr., Ph.D. [email protected]
P.E.
3Director of Energy, Research, and Innovation, Great Lakes Water Authority, Detroit, MI. Email: [email protected]

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