Published February 18, 2014 | Version v1
Journal article

Non-destructive inspection protocol for reinforced concrete barriers and bridge railings

  • 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

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
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