Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published January 2001

Reliability and Accuracy of In-Depth Inspection of Highway Bridges

Abstract

In-depth inspection is one of the two most common types of bridge inspection. In contrast with routine inspection, in-depth inspection is a close-up, hands-on inspection that generally covers only a portion of a bridge. The Federal Highway Administration’s Nondestructive Evaluation Validation Center recently completed a study of the reliability of visual inspection of highway bridges. Part of this study focused on the accuracy and reliability of in-depth inspections as completed by state bridge inspectors from across the United States. Three in-depth inspection tasks were completed, two focusing on the inspection of steel superstructures and one focusing on the inspection of concrete bridge decks. Visual inspection techniques were used, with the possible use of simple inspection tools. Results show that many in-depth inspections completed by state bridge inspectors do not accurately represent the condition of the structure. In-depth inspections of the steel superstructures revealed that certain deficiencies for which this type of inspection is frequently prescribed were rarely detected. Specifically, only a small minority of state bridge inspectors located the presence of any of the existing crack indications. The delamination survey of a concrete bridge deck indicated that the accuracy of this type of inspection is relatively poor. Very few state bridge inspection teams provided results that could be considered to portray the condition of the deck accurately.

Get full access to this article

View all access and purchase options for this article.

References

1. Moore M. E., Phares B. M., Graybeal B. A., Rolander D. D., and Washer G. A. Reliability of Visual Inspection of Highway Bridges. Report FHWA-RD-01-020. FHWA, U.S. Department of Transportation, 2000.
2. Manual for Condition Evaluation of Bridges, 1994. AASHTO, Washington, D.C., 1994.
3. LRFD Bridge Design Specifications. AASHTO, Washington, D.C., 1998.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published: January 2001
Issue published: January 2001

Rights and permissions

© 2001 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

B. A. Graybeal
PSI, 6300 Georgetown Pike, McLean, VA 22101
D. D. Rolander
Wiss, Janney, Elstner Asso-ciates, Inc., FHWA NDE Validation Center, 6300 Georgetown Pike, McLean, 22101-2296
B. M. Phares
Wiss, Janney, Elstner Asso-ciates, Inc., FHWA NDE Validation Center, 6300 Georgetown Pike, McLean, 22101-2296
M. E. Moore
Wiss, Janney, Elstner Associates, Inc., 225 Peachtree Street, Suite 1600, Atlanta, GA 30303
G. A. Washer
FHWA, Office of Infrastructure Research and Development, HRDI-10, 6300 Georgetown Pike, McLean, VA 22101-2296

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 20

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 8

  1. Framework for Integrating the Reliability of the Inspection Technique ...
    Go to citation Crossref Google Scholar
  2. Human factors affecting visual inspection of fatigue cracking in steel...
    Go to citation Crossref Google Scholar
  3. Benchmark for Evaluating Performance in Visual Inspection of Fatigue C...
    Go to citation Crossref Google Scholar
  4. Evaluating Concrete Damage in Bridge Decks with and without Overlays U...
    Go to citation Crossref Google Scholar
  5. Decision Support System for Optimizing the Maintenance of RC Girder Br...
    Go to citation Crossref Google Scholar
  6. Investigation of feasibility of deterministic, theoretical predictive ...
    Go to citation Crossref Google Scholar
  7. Recent applications of fiber optic sensors to health monitoring in civ...
    Go to citation Crossref Google Scholar
  8. A comparison of nondestructive evaluation methods for bridge deck asse...
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub