ASTM C876-22b
Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete
Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 8
- Дата публикации:
- 1 октября 2022 г.
- Издание:
- C876
- ICS:
- 77.140.15
SIGNIFICANCE AND USE 4.1 This test method is suitable for in-service evaluation and for use in research and development work. 4.2 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 75 mm (3 in.) 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. 4.3 This test method is not applicable to reinforced concrete structures with epoxy-coated reinforcement. 4.4 This test method is not applicable to reinforced concrete structures in which waterproofing membranes are located between the reinforcement cage and the concrete surface as they can prevent the conduction of electricity and result in erroneous readings. 4.5 This test method may be used at any time during the life of a concrete member after the concrete has set, although it is generally most useful for evaluating mature reinforced concrete that is suspected to be susceptible to corrosion. 4.6 The results obtained by the use of this test method shall not be considered as a means for estimating the structural properties of the steel or of the reinforced concrete member. 4.7 Temperature and humidity can impact potential readings. This is particularly important for periodic testing of the same test location. An increase in the temperature leads to increasing ionic mobility, which in turn affects the reference electrode’s potential. The temperature influence can be neglected if the measurements are taken within the range of 22.2 °C ± 5.5 °C (72 °F ± 10 °F). Otherwise, the temperature-dependency of the measurements must be taken into account. 4.8 The potential measurements should be interpreted by engineers or technical specialists experienced in the fields of concrete materials and corrosion testing. It is often necessary to use other complementary data such as chloride contents, depth of carbonation, ... SCOPE 1.1 This test method covers the estimation of the electrical corrosion potential of uncoated reinforcing steel in field and laboratory concrete, for the purpose of determining the corrosion activity of the reinforcing steel. 1.2 This test method is limited by electrical circuitry. 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 5.1.4.1). Concrete surfaces that are coated or treated with sealers may not provide an acceptable electrical circuit. The basic configuration of the electrical circuit is shown in Fig. 1. FIG. 1 Reference Electrode Circuitry 1.3 The values stated in SI units are to be regarded as standard. The values given in parentheses after SI units are provided for information only and are not considered standard. 1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Abstract
Overview
ASTM C876-22b: Standard Test Method for Corrosion Potentials of Uncoated Reinforcing Steel in Concrete is a widely recognized standard developed by ASTM International. This test method provides procedures for estimating the electrical corrosion potential of uncoated steel reinforcement embedded in concrete structures, which is essential for assessing the likelihood of corrosion activity. Applicable in both field and laboratory settings, ASTM C876-22b supports in-service evaluations and research and development investigations focused on the durability of reinforced concrete.
The standard outlines requirements for apparatus, calibration, test procedures, data interpretation, and reporting, serving as a critical tool for engineers and specialists in concrete materials and corrosion testing.
Key Topics
-
Scope of Application
- Suitable for evaluating in-service and mature reinforced concrete structures for corrosion potential.
- Applicable regardless of member size or depth of concrete cover, though covers exceeding 75 mm may affect sensitivity.
- Not valid for structures with epoxy-coated reinforcement or where waterproof membranes separate reinforcement from the surface, as these conditions impede valid electrical circuit formation.
-
Significance of Corrosion Potential Measurement
- Determines the probability of active corrosion in steel reinforcement.
- Does not measure corrosion rate or the structural properties of the steel or concrete member.
- Periodic testing sensitivity can be influenced by environmental factors such as temperature and humidity.
-
Test Method Highlights
- Utilizes a reference electrode system (commonly copper-copper sulfate, or silver-silver chloride where appropriate) with a voltmeter to measure half-cell corrosion potentials.
- Electrical connection to reinforcing steel and pre-wetting concrete surface may be required for accurate readings.
- Data interpretation often involves mapping potential measurements to identify corrosion-prone areas (equipotential contour maps).
-
Data Recording and Reporting
- Test data should include details about reference electrode type, calibration, environmental conditions, and method of connection to steel.
- Analysis may involve statistical methods to assess repeatability and reproducibility of measurements.
Applications
ASTM C876-22b is indispensable in the following contexts:
-
Condition Assessment of Reinforced Concrete
- Used by engineers for periodic maintenance inspections of bridges, parking structures, water tanks, tunnels, and other infrastructure.
- Helps identify zones with a high probability of steel corrosion, guiding targeted repairs and rehabilitation.
-
Infrastructure Asset Management
- Supports long-term durability planning by providing quantitative data for risk assessment and prioritization of maintenance schedules.
-
Research and Development
- Facilitates the study of corrosion mechanisms, material performance, and the effectiveness of protective measures or rehabilitation methods in concrete.
Related Standards
Professionals often use ASTM C876-22b in conjunction with other ASTM and industry standards, including:
- ASTM E691 - Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method
- ASTM G3 - Practice for Conventions Applicable to Electrochemical Measurements in Corrosion Testing
- ASTM G16 - Guide for Applying Statistics to Analysis of Corrosion Data
- ASTM G193 - Terminology and Acronyms Relating to Corrosion
- ASTM G215 - Guide for Electrode Potential Measurement
Collaboration with guidelines from organizations such as the American Concrete Institute (ACI) and the Association for Materials Protection and Performance (AMPP) further enhances corrosion assessment reliability.
Utilizing ASTM C876-22b helps ensure more durable, safer reinforced concrete infrastructure by enabling consistent and reliable assessment of corrosion risks, contributing to informed decision-making in maintenance, design, and research. For full technical details and authoritative guidance, professionals should reference the current official ASTM standard.
Технические детали
- Технический комитет
- G01 - Corrosion of Metals
- SKU
- ASTM C876-22b
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