| Bridge name Judgment item | HA① | NI⑥ | NO① | MI① | MI③ | GE③ | TO① | TO② | OU② |
| Girder design | f-s (65.4) | f-s (66.7) | f-s (67.6) | f-s (65.1) | f-s (65.1) | f-s (64.5) | f-s (66.6) | f-s (66.6) | f-s (67.7) |
| Girder execution | M (53.0) | M (39.3) | f-s (69.4) | f-s (69.4) | f-s (66.6) | M (56.5) | f-s (66.6) | f-s (66.6) | f-s (66.6) |
| Service conditions | M (59.4) | M (59.5) | f-s (68.0) | f-s (80.4) | f-s (80.4) | f-s (71.4) | f-s (76.3) | f-s (76.3) | f-s (77.5) |
| Material deterioration | M (58.7) | M (40.1) | f-s (79.2) | f-s (78.7) | f-s (72.5) | f-s (76.8) | f-s (80.0) | M (61.2) | f-s (84.6) |
| Flexural cracks | f-s (75.0) | s-d (35.0) | f-s (70.7) | f-s (76.6) | f-s (77.2) | f-s (77.8) | f-s (76.1) | f-s (74.0) | f-s (77.0) |
| Shear cracks | S (93.3) | S (93.3) | S (93.3) | S (93.3) | S (93.3) | S (93.3) | S (93.3) | S (93.3) | S (93.3) |
| Corrosion cracks | M (43.8) | M (51.6) | f-s (84.9) | f-s (84.9) | f-s (66.8) | f-s (84.9) | f-s (84.9) | M (52.5) | f-s (75.5) |
| Bond cracks | S (90.1) | S (90.1) | S (90.1) | S (90.1) | S (90.1) | S (90.1) | S (90.1) | S (90.1) | S (90.1) |
| Whole damage | M (57.6) | s-d (27.8) | f-s (79.0) | f-s (79.2) | f-s (71.7) | f-s (78.4) | f-s (79.6) | M (60.9) | f-s (78.7) |
| Load carrying capability | f-s (75.7) | M (53.3) | f-s (79.4) | f-s (77.7) | f-s (72.9) | f-s (68.1) | f-s (67.9) | M (54.4) | f-s (71.3) |
| Durability | M (52.0) | s-d (31.7) | f-s (75.9) | f-s (79.8) | f-s (70.5) | f-s (76.1) | f-s (79.3) | M (58.0) | f-s (78.5) |
| Serviceability | f-s (67.6) | M (40.3) | f-s (77.7) | f-s (78.4) | f-s (70.6) | f-s (69.2) | f-s (69.9) | M (58.1) | f-s (72.3) |
| Total error | 52.3 | 120.9 | 51.9 | 23.7 | 30.4 | 99.6 | 43.4 | 70.9 | 47.5 |