Research Article
Developing Pavement Distress Deterioration Models for Pavement Management System Using Markovian Probabilistic Process
Table 10
Transition probability matrix of the transverse cracking index.
| ā | Transverse cracking index | 100 | 95 | 90 | 85 | 80 | 75 | 70 | 65 |
| Transverse cracking index | 100 | 0.631 | 0.369 | 0 | 0 | 0 | 0 | 0 | 0 | 95 | 0 | 0.590 | 0.410 | 0 | 0 | 0 | 0 | 0 | 90 | 0 | 0 | 0.542 | 0.458 | 0 | 0 | 0 | 0 | 85 | 0 | 0 | 0 | 0.648 | 0.352 | 0 | 0 | 0 | 80 | 0 | 0 | 0 | 0 | 0.564 | 0.436 | 0 | 0 | 75 | 0 | 0 | 0 | 0 | 0 | 0.460 | 0.540 | 0 | 70 | 0 | 0 | 0 | 0 | 0 | 0 | 0.877 | 0.123 | 65 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0.454 |
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