TECHNICAL PAPERS
Jun 1, 2007

Inspection of Quebec Street Bridge in Denver, Colorado: Destructive and Nondestructive Testing

Publication: Journal of Performance of Constructed Facilities
Volume 21, Issue 3

Abstract

Nondestructive testing techniques have been historically and commonly used to evaluate the quality of existing concrete structures. Several traditional nondestructive testing techniques were applied to the pier caps of the Quebec Street Bridge over Air Lawn Road, constructed in 1971, which is located in Denver, Colorado. The techniques utilized included visual inspection, hammer sounding, Schmidt hammer rebounding, and ultrasonic pulse velocity testing, including tomographic imaging. Results of the nondestructive tests were used to determine areas to be tested with local destructive tests. These tests included concrete compressive strengths, chloride testing, and petrographic testing. This paper presents the application and interpretation of common nondestructive testing techniques and the consequent repair, rehabilitation, and maintenance decisions. The overall results indicate that inside cores of all the pier caps are healthy, sound concrete. On all of the pier caps, extensive exterior concrete layer rehabilitation needed to be completed.

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Acknowledgments

The writers would like to express appreciation for the professional and financial support of the City and County of Denver (CCD), Infrastructure Management Office under the supervision of James Barwick. Angela Hager of the CCD is also acknowledged for assistance and input. Undergraduate civil engineering students Chris Kline, Gerald Blacker, Mike Doyle, Paul Bountry, Ronnie Roybal, and Andy Pultorak are acknowledged for many hours of field work on this bridge project. The organizational and field-work activities of graduate student supervisor Sam Brown are appreciated. Orville “Bud” Werner of CTL Thomson Inc. out of Denver assisted with the destructive testing. The rehabilitation scenarios by Steve Banks and David Krell of Lonco Inc. were appreciated.

References

American Concrete Institute (ACI). (2002). “Building code requirement for structural concrete (ACI 318-02) and commentary (ACI 318R-02).” ACI 318-89 and ACI 318R-02, Detroit.
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ASTM. (1997b). “Standard test method for rebound number of hardened concrete.” C 805, West Conshohocken, Pa.
ASTM. (1999a). “Standard test method for obtaining and testing drilled cores and sawed beams of concrete.” C 42, West Conshohocken, Pa.
ASTM. (1999b). “Standard test method for water-soluble chloride in mortar and concrete.” C 1218, West Conshohocken, Pa.
ASTM. (2004). “Standard test method for petrographic examination of hardened concrete.” C 856, West Conshohocken, Pa.
Hager, A. (2005). “Non-destructive evaluation of the westbound Sixth Avenue viaduct,” MS thesis, Univ. of Colorado at Denver, Denver.
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Liephart, G. S., Rens, K. L., and Knappmiller, J. (1999). “Gauge capability analysis in data collection for acoustic tomography.” J. Infrastruct. Syst., 5(1), 11–20.
Rens, K. L., and Transue, D. J. (2002). “Tomographic imaging of cracked pier cap of Evans over Santa Fe Bridge.” Concr. Rep.: Int. Concr. Rep. Inst., 15(4), 22–29.
Rens, K. L., Transue, D. J., and Schuller, M. P. (2000). “Acoustic tomographic imaging of concrete infrastructure: History, interest, and applications.” J. Infrastruct. Syst., 6(1), 15–23.
Ryall, M. J. (2001). Bridge management, Butterworth-Heinemann, Woburn, Mass.
Transue, D. J., Rens, K. L., and Schuller, M. P. (1997). “A study of the feasibility and potential of using acoustic tomographic imaging for nondestructive evaluation of concrete structures.” Proc., Infrast. Cond. Assess.: Art, Science, Pract., Boston, 415–424.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 21Issue 3June 2007
Pages: 215 - 224

History

Received: Aug 15, 2005
Accepted: Jan 26, 2006
Published online: Jun 1, 2007
Published in print: Jun 2007

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Authors

Affiliations

Kevin L. Rens, Ph.D.
P.E.
Associate Professor, Dept. of Civil Engineering, Univ. of Colorado at Denver, Campus Box 113, Denver, CO 80217-3364.
Taewan Kim, Ph.D.
Professional Research Assistant, Dept. of Civil Engineering, Univ. of Colorado at Denver, Campus Box 113, Denver, CO 80217-3364; and, BK Research Assistant Professor, Dept. of Constructional and Environmental System Engineering, Sungkyunkwan Univ., Korea.

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