Research Article

A Two-Stage Stochastic Model for Maintenance and Rehabilitation Planning of Pavements

Table 3

Parameters.

ParameterDescriptionDomain

Large value (a value close to infinity)

Small value (a value close to zero)

Pavement financial value of section n at the year t while being in the best condition

Condition drop from t=1 to the target year of t if no M&R action is performed

Condition drop from the year of performing M&R action (m) on a pavement section (n) with condition index b to the target year of t

Initial condition

Condition improvement

Lower threshold of condition

Lower threshold of overall condition

Upper threshold of condition

Upper threshold of overall condition

Allocated budget

M&R action cost (Operating cost)

Probability of scenario

Critical condition in the vehicle operation cost (VOC) vs overall condition curve

VOC at the critical condition

VOC at the worst condition (0)

VOC at the best condition

Delay cost due to performing M&R actions

Cost constant to address deference between first and second stage decisions

Coefficient of condition in overall condition equation

Deterioration constant in overall condition equation

can be replaced by f, t, s, or r which are, respectively, related to fatigue, thermal distress, skid, or roughness.