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 |