A Novel Approach to Evaluate the Time-Variant System Reliability of Deteriorating Concrete Bridges

Table 3

Values of chloride ion concentrations at different concrete edges.

Concrete edge	Environmental condition	Value
5, 6, 7	Face to the sea	100% of the value in Table 2
1, 2, 3	Back to the sea	70% of the value in Table 2
4, 8, 9, 10	Between the first two conditions	85% of the value in Table 2
11–18	Interior edges	Half of the value of relative exterior edges