| Bridge name Judgment item | HA① | NI⑥ | NO① | MI① | MI③ | GE③ | TO① | TO② | OU② |
| Girder design | M (57.5) | M (46.3) | M (57.5) | f-s (66.3) | f-s (65.0) | f-s (68.8) | f-s (72.5) | f-s (72.5) | f-s (76.3) |
| Girder execution | M (51.3) | s-d (31.3) | f-s (65.0) | f-s (71.3) | f-s (63.8) | f-s (71.3) | f-s (71.3) | M (50.0) | f-s (72.5) |
| Service conditions | f-s (67.5) | M (45.0) | f-s (68.8) | f-s (78.8) | f-s (81.3) | f-s (80.0) | f-s (76.3) | f-s (75.0) | f-s (75.0) |
| Material deterioration | M (50.0) | s-d (35.0) | f-s (78.8) | f-s (78.8) | f-s (70.0) | f-s (86.3) | f-s (81.3) | f-s (68.8) | f-s (82.5) |
| Flexural cracks | f-s (76.3) | s-d (35.0) | f-s (78.8) | f-s (77.5) | f-s (68.8) | f-s (85.0) | f-s (81.3) | f-s (73.8) | f-s (71.3) |
| Shear cracks | S (95.0) | f-s (66.3) | S (96.3) | S (97.5) | S (93.8) | S (97.5) | S (93.8) | S (97.5) | S (97.5) |
| Corrosion cracks | M (41.3) | M (47.5) | S (87.5) | f-s (82.5) | f-s (67.5) | S (90.0) | f-s (77.5) | M (57.5) | f-s (75.0) |
| Bond cracks | S (90.0) | f-s (80.0) | S (92.5) | S (87.5) | f-s (85.0) | S (90.0) | S (92.5) | S (90.0) | S (90.0) |
| Whole damage | M (52.5) | s-d (26.3) | f-s (82.5) | f-s (77.5) | f-s (70.0) | f-s (86.3) | f-s (76.3) | f-s (66.3) | f-s (77.5) |
| Load carrying capability | f-s (66.3) | s-d (36.3) | f-s (71.3) | f-s (75.0) | f-s (71.3) | f-s (81.3) | f-s (72.5) | f-s (66.3) | f-s (80.0) |
| Durability | M (51.3) | s-d (28.8) | f-s (73.8) | f-s (78.8) | f-s (70.0) | f-s (85.0) | f-s (73.8) | f-s (62.5) | f-s (78.8) |
| Serviceability | f-s (62.5) | s-d (30.0) | f-s (71.3) | f-s (75.0) | f-s (65.0) | f-s (85.0) | f-s (72.5) | f-s (66.3) | f-s (80.0) |