| during the structural loading cycles | 5 | temporal |
| barely | 2 | degree |
| crack → be → observed | 22 |
| crack → be → noted | 9 |
| crack → be observed in → addition | 3 |
| negative | neutral | positive |
| 0.242 | 0.683 | 0.074 |
| Raw frequency | 34 |
| Normalized frequency | 0.460 |
| Modifier score | 0.189 |
| Perplexity | 182.970 |