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

Table 10

Transition probability matrix of the transverse cracking index.

		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