| Regular information is available on the performance aspects of SRPC which are of direct interest to specifiers and users. |
| The requirements of British Standard 4027:1996 (BS 4027) are compared hereunder to typical performance data for Sulfate-resisting Portland Cement class 42.5N. |
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| BS 4027
requires a minimum initial setting time of 60 minutes. Initial setting time for SRPC
typically exceeds 100 minutes. |
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| Minimum
compressive strengths for standard mortar prisms of 10MPa at 2 days and 42.5MPa at 28 days
are stipulated in BS 4027 for cement class 42.5N, in accordance with statistically based
compliance rules. |
| Class
42.5N typical mortar prism strengths are in the range 50-60 MPa at 28 days for SRPC, with
approx. 70% of this strength achieved at 7 days. |
| Users
are particularly interested in strength development and durability in concrete. Concrete
strength is significantly affected by mix constituents and proportions, ambient
temperature and the efficiency of curing. A durable concrete requires an adequate cement
content, a low water/cement ratio and to resist sulfate attack, the correct cement type.
Guidance is available in Irish and British Standards for concrete and concrete products
and for all applications, directly from Irish Cements Technical Marketing
Department. |
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| Sulfate-resisting
Portland cement clinker consists predominantly of compounds formed from calcium, silica,
alumina and iron. Calcium sulfate is present in cement due to the gypsum addition to
control setting time. |
| Specific
chemical data (e.g. alkalis and chlorides) is provided regularly on test certificates |
| Detailed information on chemical and compound composition is available on request. |