Therefore, it is important that the storage chamber has active control on carbon dioxide concentration, relative humidity and temperature. Also, without active control of the carbon dioxide concentration, the levels can drop below the permitted tolerance as the carbonation process continues. NOTE 2 Experience (5] has shown that if saturated surface-dry specimens are placed in the storage chamber shortly after removal from water curing, the relative humidity can exceed that permitted. The carbon dioxide concentration shall be within ± 0,5 %īy volume of the target value with no variation for longer than 4 Ii outside the target value ± 1,0 %. (informative) for details of a suitable chamber.

NOTE I Suppliers of some indicator solutions also provide a fixing solution that permanently fixes the colour change.Ī magnifier and a gauge with a precision of 0,5 mm.Ī storage chamber with a carbon dioxide concentration within the storage chamber in percent by volumeĪs indicated in Clause 4, temperature at (20 ± 2) ☌ and a relative humidity at (57 ± 3) %, see Annex A Where needed, a fixing solution to permanently fix the colour change in the concrete specimen, see Clause 7. Phenolphthalein powder should be handled with the greatest care using safety gloves in a fume cupboard fitted with an extractor. WARNING - Phenolphthalein is listed In REACH appendix 2 and Its lists of substances of very high concern.

NOTE The tolerances specified in this European Standard are based on the needs of strength testing, but they can be applicable to tests for other properties.BS EN 120 pdf free download.Testing hardened concrete Part 12: Determination of the carbonation resistance of concrete – Accelerated carbonation method.Ī solution of 0,8 g of phenolphthalein powder dissolved in a solution of 70 ml ethanol and 30 ml of deionised water or a suitable alternative indicator giving a colour change in the range pH 8 to 11 that gives a sufficiently clear colour change in concrete to differentiate the neutralized zone, e.g. This European Standard specifies the shape, dimensions and tolerances of cast concrete test specimens in the form of cubes, cylinders and prisms, and of the moulds required to produce them.

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