Detection of Common Defects in Concrete Bridge Decks Using Nondestructive Evaluation Techniques

The transportation infrastructure in the United States is deteriorating and will require significant improvements. Consequently, innovations in the area of transportation infrastructure maintenance and rehabilitation are keys to the health and wellness of this valuable national asset. A major component of maintenance and rehabilitation is the ability to accurately assess the condition of the transportation infrastructure. This can be accomplished in part by using nondestructive evaluation techniques. Several nondestructive techniques have been used on concrete bridge decks and have proven to be efficient and effective. This paper aims at studying the different nondestructive evaluation techniques used in the assessment of concrete bridge deck conditions. An experimental investigation to evaluate the ability of infrared thermography, impact echo, and ground penetrating radar to detect common flaws in concrete bridge decks is developed and discussed. Results from this study showed the ability of these methods to detect defects with varying precision. Capabilities of the methods were verified and comparisons among the methods were made.

[1]  Tarun R. Naik,et al.  Principles of Infrared Thermography and Application for Assessment of the Deterioration of the Bridge Deck at the Zoo Interchange , 1992 .

[2]  Amara Loulizi,et al.  Development of Ground Penetrating Radar Signal Modeling and Implementation for Transportation Infrastructure , 2001 .

[3]  Rita E Knorr,et al.  BRIDGE REHABILITATION PROGRAMMING BY USING INFRARED TECHNIQUES (ABRIDGMENT) , 1983 .

[4]  Udaya B. Halabe,et al.  Condition assessment of reinforced concrete structures using electromagnetic waves , 1993 .

[5]  K Maser MEASUREMENT OF AS-BUILT CONDITIONS USING GROUND PENETRATING RADAR , 1996 .

[6]  K R Maser,et al.  CONDITION ASSESSMENT OF TRANSPORTATION INFRASTRUCTURE USING GROUND-PENETRATING RADAR. TECHNOLOGY REVIEW , 1996 .

[7]  Charles Hellier,et al.  Handbook of Nondestructive Evaluation , 2001 .

[8]  Udaya B. Halabe,et al.  Impulse radar reflection waveforms of simulated reinforced concrete bridge decks , 1994 .

[9]  Wmk Roddis,et al.  Principles of Thermography and Radar for Bridge Deck Assessment , 1990 .

[10]  Mary Sansalone,et al.  DETERMINING THE DEPTH OF SURFACE-OPENING CRACKS USING IMPACT-GENERATED STRESS WAVES AND TIME-OF-FLIGHT TECHNIQUES , 1998 .

[11]  Ikhlas Abdel-Qader,et al.  Using Non-Destructive technologies and methods in Bridge management systems , 2004 .

[12]  Raimondo Betti,et al.  Recent Advances in Bridge Engineering: Advanced Rehabilitation, Durable Materials, Nondestructive Evaluation, and Management , 1997 .

[13]  W. M. Kim Roddis Concrete bridge deck assessment using thermography and radar , 1987 .

[14]  Nicholas J. Carino,et al.  Detecting Delaminations in Concrete Slabs With and Without Overlays Using the Impact-Echo Method , 1989 .

[15]  Nicholas J. Carino,et al.  Transient Impact Response of Thick Circular Plates , 1987, Journal of Research of the National Bureau of Standards.

[16]  Mary Sansalone,et al.  Impact-echo : nondestructive evaluation of concrete and masonry , 1997 .

[17]  Chia-Chi Cheng,et al.  Determining the minimum crack width that can be detected using the impact-echo method Part 1: Experimental study , 1995 .

[18]  D J Kulash,et al.  The Strategic Highway Research Program , 1991 .