An Iterative Approach for the Optimization of Pavement Maintenance Management at the Network Level

Table 3

Characteristics of sections considered in the case study.

Section	Type	Time since last; rehabilitation; (years)
1	Minimal SP with 102 mm ACO	15
2	Minimal SP with saw and seal 102 mm ACO	20
3	Intensive SP with 102 mm ACO	20
4	Crack break and seat section with 102 mm ACO	25
5	Crack break and seat section with 203 mm ACO	25

Note. SP: surface preparation; ACO: asphalt concrete overlay.