Bridge name

Judgment item

HA①

NI⑥

NO①

MI①

MI③

GE③

TO①

TO②

OU②

Girder design

M (60.3)

M (58.5)

M (50.5)

M (59.9)

M (59.9)

M (62.0)

M (56.1)

M (56.1)

M (54.1)

Girder execution

M (44.9)

M (41.4)

f-s (69.6)

f-s (69.6)

M (51.8)

M (46.6)

M (51.8)

M (51.8)

M (51.8)

Service conditions

S (92.9)

S (92.7)

S (91.4)

S (97.4)

S (97.4)

S (94.9)

S (97.5)

S (97.5)

S (97.4)

Material deterioration

s-d (32.0)

s-d (25.1)

M (51.0)

f-s (66.3)

M (59.2)

M (47.1)

M (52.9)

s-d (28.9)

M (48.7)

Flexural cracks

M (51.2)

s-d (16.7)

M (53.9)

S (96.1)

S (91.8)

S (87.5)

S (91.1)

f-s (67.5)

S (95.2)

Shear cracks

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

Corrosion cracks

s-d (20.3)

D (9.1)

S (99.9)

S (99.9)

M (52.3)

S (99.9)

S (99.9)

D (7.1)

M (57.8)

Bond cracks

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

S (99.9)

Whole damage

s-d (23.3)

s-d (27.7)

f-s (67.4)

f-s (80.2)

M (55.1)

M (58.2)

f-s (65.4)

s-d (15.1)

M (47.4)

Load carrying capability

f-s (70.8)

f-s (74.1)

S (89.0)

S (89.4)

S (89.0)

f-s (74.9)

f-s (67.3)

M (47.6)

f-s (73.1)

Durability

s-d (22.1)

s-d (29.7)

f-s (62.7)

f-s (83.7)

M (52.2)

M (53.9)

M (60.1)

D (10.0)

M (48.9)

Serviceability

M (43.9)

M (53.3)

f-s (75.6)

S (91.4)

f-s (72.4)

f-s (63.2)

M (58.9)

s-d (27.2)

M (60.6)

Total error

195.0

253.5

158.5

128.4

161.0

197.7

174.6

311.1

238.8