Developing Pavement Distress Deterioration Models for Pavement Management System Using Markovian Probabilistic Process

Table 11

Probability distribution values from the transverse cracking index Markov model.

		Year 1	Year 2	Year 3	Year 4	Year 5
Transverse cracking index	100	0.631	0.398	0.251	0.158	0.1
	95	0.369	0.451	0.413	0.336	0.257
	90	0	0.151	0.267	0.314	0.308
	85	0	0	0.069	0.167	0.252
	80	0	0	0	0.024	0.072
	75	0	0	0	0	0.011