16 Apr This standard is issued under the fixed designation C; the number 1 This test method is under the jurisdiction of ASTM Committee G01 on. 17 Aug Revisiting the ASTM C standard for corrosion of reinforcing steel: On the correlation between corrosion potential and polarization resistance. Mon, 29 Oct GMT astm c standard test method pdf – This test method is applicable to members regardless of their size or the depth of.
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Concrete surface in building interiors and desert environments lose sufficient moisture so that the concrete resistivity becomes so high that special testing techniques not covered in this test method may be required see 5.
Link to Active This link will always route to the current Active version of the standard. This paper presents a probabilistic analysis of almost potential and polarization resistance measurements of reinforcing steel embedded in 15 types of astmm of different nature and chloride contamination levels exposed to controlled conditions of temperature and relative humidity. Abstract This paper presents a probabilistic analysis of almost potential and polarization resistance ast of reinforcing steel embedded in 15 types of mortars of different nature and chloride contamination levels exposed to controlled conditions of temperature and relative humidity.
Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.
The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Electrochemistry Communications Volume 94SeptemberPages Get Access Get Access.
Historical Version s – view previous versions of standard. The basic configuration of the electrical circuit is shown in Fig.
Recommended articles Citing articles f876. Concrete cover in excess of 3 in. It is often necessary to use other data such as chloride contents, depth of carbonation, delamination survey findings, rate of corrosion results, and environmental exposure conditions, in addition to corrosion potential measurements, to formulate conclusions concerning corrosion activity of embedded steel and its probable effect on the service life of a structure.