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Corrosion Potentials of Uncoated Reinforcing Steel in Concrete

 
This test method is suitable for in-service evaluation and for use in research and development work. This test method is applicable to members regardless of their size or the depth of concrete cover over the reinforcing steel. Concrete cover in excess of 3 in. (75 mm) can result in an averaging of adjacent reinforcement corrosion potentials that can result in a loss of the ability to discriminate variation in relative corrosion activity.
Keywords
Bars, Rods, and Rebars - Concrete - Concrete Test Specimens - Corrosion Potential - Corrosion Resistance - Electrochemical Test - Reinforcing Steel
ICS CODE
77.140.15 (Steels for reinforcement of concrete)
UNSPSC CODE
30111900 (Concrete reinforcement hardware); 11101704 (Steel)
CITATION FORMAT
ASTM C876-15, Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete, ASTM International, West Conshohocken, PA, 2015, www.astm.org