Table 6.

Proposed types of corrosion probability.

	Potential E corr, mV
		E corr<−350	−  350≤E corr≤ − 200	−200≤E corr
Concrete resistivity ρ, kΩcm	ρ< 4	Type 1	Type 2	Type 2
	4 <ρ< 5			Type 3
	ρ> 5			Type 3