Bs En 12390-2:2019 //free\\ | RECENT → |
Bs En 12390-2:2019 //free\\ | RECENT → |
BS EN 12390-2:2019 is the British Standard that specifies methods for making and curing test specimens for concrete strength tests. It provides a standardized framework to ensure that concrete cubes, cylinders, and prisms are prepared consistently, which is critical for accurate compressive strength assessments. 🏗️ Key Procedural Steps
BS EN 12390-2:2019 Testing Hardened Concrete: Making and Curing Specimens for Strength Tests bs en 12390-2:2019
: When moving specimens to a laboratory, they must be protected from dehydration and temperature extremes using wet sand, sawdust, or sealed plastic bags. Significance in Construction The 2019 version supersedes the earlier 2009 edition and aligns with the broader EN 12390 series BS EN 12390-2:2019 is the British Standard that
While the standard primary focus is on "standard curing" to verify the potential strength of a mix design, it also acknowledges "site curing." Site-cured specimens are treated as closely as possible to the actual structure they represent. These are often used to determine when formwork can be safely removed or when post-tensioning can occur. However, site-cured results cannot be used for official compliance with the 28-day characteristic strength requirements unless specifically permitted. Conclusion Significance in Construction The 2019 version supersedes the
BS EN 12390-2:2019 supersedes the 2009 edition and specifies procedures for making and curing test specimens from fresh concrete. Its primary purpose is to minimize variability introduced during specimen preparation, ensuring that the measured strength reflects the actual quality of the concrete in the structure, rather than artifacts of sample handling. The standard applies to specimens intended for compressive, flexural, or splitting tensile strength tests, covering both laboratory-cured specimens (for quality control and acceptance testing) and field-cured specimens (for assessing when formwork can be removed or when a structure can be loaded).
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