Non-destructive inspection protocol for reinforced concrete barriers and bridge railings
Creators
- 1. Engineering and Software Consultants, Inc., 14123 Robert Paris Ct., Chantilly, VA 20151 (United States)
- 2. Federal Highway Administration, Turner Fairbank Highway Research Center, 6300 Georgetown Pike, McLean, VA 22101 (United States)
Description
Reinforced concrete highway barriers and bridge railings serve to prevent errant vehicles from departing the travel way at grade separations. Despite the important role that they play in maintaining safety and their ubiquitous nature, barrier inspection rarely moves beyond visual inspection. In August 2008, a tractor-trailer fatally departed William Preston Lane, Jr. Memorial Bridge after it dislodged a section of the bridge barrier. Investigations following the accident identified significant corrosion of the anchor bolts attaching the bridge railing to the bridge deck. As a result of the information gathered during its investigation of the accident, the National Transportation Safety Board (NTSB) made recommendations to the Federal Highway Administration concerning Non-Destructive Evaluation (NDE) of concrete bridge railings. The Center for nondestructive evaluation (NDE) at Turner Fairbank Highway Research Center in McLean, VA is currently evaluating feasibility of using four technologies - ground penetrating radar (GPR), ultrasonic pulse-echo, digital radiography and infrared thermal imaging methods to develop bridge inspection methods that augment visual inspections, offer reliable measurement techniques, and are practical, both in terms of time and cost, for field inspection work. Controlled samples containing predefined corrosion levels in reinforcing steel were embedded at barrier connection points for laboratory testing. All four NDE techniques were used in the initial phase I testing. An inspection protocol for detecting and measuring the corrosion of reinforced steel embedded in the anchorage system will be developed as part of phase II research. The identified technologies shall be further developed for field testing utilizing a structure with a barrier in good condition and a structure with a barrier in poor condition
Additional details
Identifiers
- DOI
- 10.1063/1.4864910;
Publishing Information
- Journal Title
- AIP Conference Proceedings
- Journal Volume
- 1581
- Journal Issue
- 1
- Journal Page Range
- p. 852-859
- ISSN
- 0094-243X
- CODEN
- APCPCS
Conference
- Title
- 40. annual review of progress in quantitative nondestructive evaluation; 10. international conference on Barkhausen noise and micromagnetic testing
- Dates
- 21-26 Jul 2013
- Place
- Baltimore, MD (United States)
INIS
- Country of Publication
- United States
- Country of Input or Organization
- International Atomic Energy Agency (IAEA)
- INIS RN
- 45085060
- Subject category
- S42: ENGINEERING; S71: CLASSICAL AND QUANTUM MECHANICS, GENERAL PHYSICS;
- Resource subtype / Literary indicator
- Conference
- Descriptors DEI
- CORROSION; EVALUATION; INSPECTION; NONDESTRUCTIVE ANALYSIS; NONDESTRUCTIVE TESTING; PULSES; REINFORCED CONCRETE; SAFETY
- Descriptors DEC
- BUILDING MATERIALS; CHEMICAL ANALYSIS; CHEMICAL REACTIONS; COMPOSITE MATERIALS; CONCRETES; MATERIALS; MATERIALS TESTING; REINFORCED MATERIALS; TESTING
Optional Information
- Notes
- (c) 2014 AIP Publishing LLC