This standard is issued under the fixed designation C ; the number immediately 1 This test method is under the jurisdiction of ASTM Committee C09 on. ASTM Ca(). Standard Test Method for Determining the Apparent Chloride Diffusion Coefficient of Cementitious Mixtures by Bulk. Download Table | ASTM C Chloride Bulk Diffusion Test Results from publication: Decreasing the Clinker Component in Cementing Materials: Performance.
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ASTM C1556: “Apparent Chloride Diffusion Coefficient of Cementitious Mixtures”
Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard. C15556 diffusion of ionic species in concrete occurs within the fluid-filled pores, cracks and void spaces.
Time for Results Please contact a CTLGroup chemical services representative or Project Manager to discuss your individual project needs wstm testing response times. Therefore, apparent diffusion coefficients obtained at early ages may not be representative of performance in service.
Use The apparent chloride diffusion coefficient is used to estimate chloride penetration into cementitious mixtures that are in a saturated condition.
The rate of change of the apparent diffusion coefficient for cementitious mixtures containing pozzolans or blast-furnace slag is typically different than that for mixtures containing only portland cement. Results Produced The apparent chloride diffusion coefficient. No other units of measurement are included in this standard.
ASTM C Apparent Chloride Diffusion Coefficient | CTLGroup
It is the responsibility of the user of this standard to establish axtm safety and health practices and determine the applicability of regulatory limitations prior to use. Instructions The sample specimens may be cores, cylinders, or cubes.
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The apparent diffusion coefficient determined by this method includes bound chloride, astmm proper use of the apparent chloride diffusion coefficient to predict chloride ingress requires consideration of chloride binding.
This calculation procedure is not applicable to specimens exposed to chloride ions during cyclic wetting and drying. Client must specify the exposure age, water cementitious ratio and if a pozzolan or slag has been used as it is required to modify the depth intervals as specified in Sstm C’s Recommended Depth Interval Table. ASTM C states that each sample consists of at least two 2 specimens. The calculation procedure described in C is only applicable to specimens exposed to a sodium chloride solution as described in C, not to specimens exposed to chloride ions during cyclic wetting and drying.
Historical Version s – view previous versions of standard.