This standard is issued under the fixed designation C ; the number immediately following the designation indicates the 1 This test method is under the jurisdiction of ASTM Committee G01 on Not for Resale, 09/10/ 06 MDT. NDTCE’09, Non-Destructive Testing in Civil Engineering. Nantes, France The ASTM standard C  provides general guidelines for the. normativa astm c dirigida a concretos Designation: C − 09 DOI: /C The reference electrode selected shall provide a 2.
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Your Alert Profile lists the documents that will be monitored. Concrete 009 that are coated or treated with sealers may not provide an acceptable electrical circuit.
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Calomel reference electrodes have been used in laboratory studies. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. Please first log in with a verified email before subscribing to alerts.
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Alert me to new issues of Meet. Articles by Delgado Tobon, A. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
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.
It was obtained a system for in situ monitoring of corrosion for reinforced concrete, that allows to estimate the corrosion probability on rebar, where the user send a text message, to start the test in the system and in return, via GPRS General X876 Radio Servicethe equipment disposes the data trend on a graphic trough a web server on an internet domain figure 1. Current edition approved Nov. Concrete surfaces that are coated or treated with sealers may not provide an acceptable electrical circuit.
Abstract Introduction Corrosion of concrete rebar has been established as the main factor of the premature deterioration of reinforced concrete structures.
Concrete surfaces that are coated or treated 8c76 sealers may not provide an accept- able electrical circuit. No further reproductions authorized. You may delete a document from your Alert Profile at any time.
The system was tested c86 a building of the University complex, where its performance was evaluated using three different reference electrodes, obtaining an error over the measurement, between the standard and the system, of 6. User Name Password Sign In. Given the astn of preserving civil structures, is evident the strong necessity of obtaining a system with great flexibility to perform the estimation in situ of the corrosive state, capable to dispose the information for immediate consultation anywhere with minimum internet access.
The basic configuration of the electrical circuit is shown in Fig. If the document is revised or amended, you will be notified by email. We have no amendments or corrections for this standard. Current VolumeMA Please first verify your email before subscribing to alerts. Enviado por Roberta flag Denunciar. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards.
It is the responsibility of the user of this standard to establish appro- priate safety and health practices and determine the applica- bility of regulatory limitations prior to use. 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.
Significance and Use 4. Therefore, the present work shows the development and implementation of a system for in situ monitoring of corrosion, for any reinforced concrete structure based on ASTM C  standard for measuring half-cell potential, with which it is possible to determine the corrosion probability of rebar in reinforced concrete structures.
Potentials mea- sured by reference electrodes other than saturated copper- copper sulfate should be converted to the copper-copper sulfate 4 Hampel, C.
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Experiments and Results It was obtained a system for in situ monitoring of corrosion for reinforced concrete, that allows to estimate the corrosion probability on rebar, astk the user send a text message, to start the test in the system and in return, via GPRS General Packet Radio Servicethe equipment disposes the data trend on a graphic trough a web server on an internet domain figure 1.
Corrosion of concrete rebar has been established as the main factor of the premature deterioration asttm reinforced concrete structures. Classifications Corrosion Processes 2 – Oct 7 3: