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Table 2 Summary of visual inspection on the surface of the pilot bridge.

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

Lane

Types of deterioration

Rating

Longitudinal cracks

Transverse cracks

Efflorescence

Patching

Pothole

Quantity

Length (m)

Quantity

Length (m)

Quantity

Area (m2)

Quantity

Area (m2)

Quantity

Area (m2)

Damaged ratio (%)

Grade

1st

407

443.6

136

102.9

0

0.0

2

4.8

7

0.4

31.1

e

2nd

179

212.7

65

40.1

16

2.3

10

77.1

7

0.4

28.8

e

Shoulder

79

174.5

21

19.3

4

1.1

1

0.2

7

0.9

13.4

d

Total

665

830.8

222

162.3

20

3.4

13

82.1

21

1.7

25.1

e