CORRELATION-BASED MODEL FOR EVALUATING GROUND PENETRATING RADAR (GPR) DATA OF CONCRETE BRIDGE DECKS

ISARC

*K. Dinh

Graduate Student, Concordia University

1515 Sainte-Catherine W.

Montreal, Canada H3G 1M7

(*Corresponding author: dinhkien_huce@yahoo.com)

T. Zayed

Associate Professor, Concordia University

1515 Sainte-Catherine W.

Montreal, Canada H3G 1M7

The Ground Penetrating Radar (GPR) has been studied for a long time as a non-destructive evaluation (NDE) technology for inspection of concrete structures. Currently, the most widely used technique for interpreting GPR data of concrete bridge decks is the one that based on the amplitudes measured at various interfaces such as asphalt-concrete, top rebar, or slab bottom. The assumption behind this technique is that a sound concrete deck should have the same reflection amplitude at these interfaces while any low number would indicate some sign of deterioration. Unfortunately, this assumption is not completely valid in most cases. As a consequence, the reported test results usually do not reflect real condition of concrete bridge decks in question. The main goal of this paper is therefore twofold: (1) to discuss the limitations of the amplitude analysis method, and (2) to propose a new model that interprets GPR data of concrete bridge decks. The model methodology is based on the comparison of GPR A-scans between two inspections, using the so-called correlation analysis. The results, indicated by the correlation coefficients, are then employed to develop a contour map that estimates different levels of deterioration. The model is then implemented to a case study in order to illustrate its methodology.
Keywords: Concrete; Correlation; Model; Models; Data; analysis; Corrosion; Inspection; Structure;
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