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Table 6 Dual-criteria based GPR interpretation for condition assessment of concrete bridge decks with asphalt overlays in Korea expressway networks.

From: Evaluation of the Depth of Deteriorations in Concrete Bridge Decks with Asphalt Overlays Using Air-Coupled GPR: A Case Study from a Pilot Bridge on Korean Expressway

Category

GPR

Assessment and analysis

Relative permittivity

Depth-corrected attenuation (dB)

Waterproof function

Deteriorated environment

Concrete deterioration

Rebar corrosion

Good

ε < 11

δ < 5

Good

×

×

×

Fair

ε ≥ 11

δ < 5

Poor

×

×

×

Poor

ε ≥ 11

9 > δ ≥ 5

Good

â—‹

â—‹

×

Serious

ε ≥ 11

δ ≥ 9

Poor

â—‹

â—‹

â—‹

Watch

ε < 11

δ ≥ 5

Good

â—‹

â—‹

∆

  1. ×: low possibility of damage, ∆: unknown, ○: high possibility of damage.