Chapter
Jul 18, 2019
Pipelines 2019

Ultrasonic Measurements for Condition Assessment of Prestressed Concrete Cylinder Pipe

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

ABSTRACT

This paper presents 1) results of nondestructive evaluation, ultrasonic testing, performed on prestressed concrete cylinder pipe (PCCP) components during a condition assessment and 2) validation of the nondestructive testing results in the laboratory on a sample with known defects. To manage the need for repairs, PCCP components are tested using a sonic/ultrasonic system that collects resonance frequency data and measures the propagation velocity of ultrasonic waves in concrete. For validation of the sonic/ultrasonic test results, a shear wave array system and was deployed pipes identified to have defects. The capability of the sonic/ultrasonic system was also validated in the laboratory on a reference concrete sample with known defects. Based on the results from this study, ultrasonic testing is capable to determine the location, approximate size of a delamination within the pipe core. The shear wave array also provides information related to depth of the delamination.

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REFERENCES

1.
Condition Assessment and Ultrasonic Inspections of Pre-Stressed Concrete Cylinder Pipe. EPRI, Palo Alto, CA: 2018. 3002014443.
2.
Sack, D., and Olson, L., “In Situ Nondestructive Testing of Buried Precast Concrete Pipe”, American Society of Civil Engineers Materials Engineering Conference, 1994
3.
Sansalone, M. and Carino, N.J., Impact Echo: a method for flaw detection in concrete using transient stress waves, NBSIR 86-3452, National Bureau of Standards (NIST PB 87-104444/AS), Sept. 1986
4.
Sadri, A. “Development of the Miniature Seismic Reflection (MSR) System for Nondestructive Evaluation of Concrete Shaft and Tunnel Linings”, Doctoral degree dissertation, Department of Mining and Metallurgical Engineering, McGill University, Montreal, Canada, 1996
5.
ACI 228.2R-13. “Nondestructive Test Methods for Evaluation of Concrete in Structures.” American Concrete Institute, 38800 Country Club Drive, Farmington Hills, MI 48331, 2013.
6.
De La Haza, A., A. A. Samokrutov, P.A. Samokrutov, “Assessment of Concrete Structures Using the MIRA and Eyecon Ultrasonic Shear Wave Devices and the SAFT-C Image Reconstruction Technique,” Construction and Building Materials., 2011.
7.
Nondestructive Evaluation of Concrete Delaminations, Voids and Cracks Perpendicular to the Surface. EPRI, Palo Alto, CA: 2015. 3002005380.

Information & Authors

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Published In

Go to Pipelines 2019
Pipelines 2019: Condition Assessment, Construction, and Rehabilitation
Pages: 411 - 416
Editors: Jeffrey W. Heidrick, Burns & McDonnell and Mark S. Mihm, HDR
ISBN (Online): 978-0-7844-8249-0

History

Published online: Jul 18, 2019

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Authors

Affiliations

Salvador Villalobos [email protected]
P.E.
Electric Power Research Institute, 1300 W. W. T. Harris Blvd., Charlotte, NC 28262. E-mail: [email protected]
Richard Stark [email protected]
South Texas Project Electric Generating Station, 12090 FM Rd. 521, Palacios, TX 77465. E-mail: [email protected]
NDT Corporation, 153 Clinton Rd., Sterling, MA 01564. E-mail: [email protected]

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