This CEN Report provides a summary of provisions valid in the place of use used with EN 206:2013. The aims of this CEN Report are to: a) provide a picture of how EN 206:2013 is being applied in practice; b) identify areas where EN 206 is being interpreted in different ways; c) identify areas where CEN Member Countries have found simplification to be necessary; d) identify where the options listed in EN 206:2013, Annex M to have provisions valid in the place of use have been taken up; e) identify other clauses in EN 206 where CEN Member Countries have amended or added to the requirements; f) identify areas within the scope of concrete production and supply not covered by EN 206, but covered by national provisions; g) identify developing practice that may lead to a need for standardization in the future. EN 206 uses the phrase \u2018provisions valid in the place of use\u2019. This survey uses the term \u2018provisions valid in the place of use\u2019 to include regulations, standards and other documents that form the basis of local practice. As a summary of national requirements, the information in this CEN Report is incomplete and may have been subject to later revisions, particularly if the entry was based on information in CEN\/TR15868: 2009. It is insufficient and not intended to provide the basis for design and specification: for this the national requirements (see Table 2) should be studied. Table 2 identifies CEN Member Countries who did not respond to the questionnaire. The other tables in this CEN Report only include information from CEN Member Countries, or in the view of the authors, the information in CEN\/TR 15868:2009 is still likely to be valid.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 326<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
| 332<\/td>\n | 1 Scope 2 Overview on the adoption of EN 206:2013 2.1 Location of provisions valid in the place of use <\/td>\n<\/tr>\n | ||||||
| 337<\/td>\n | 2.2 Status given in provisions valid in the place of use for the informative annexes in EN 206 <\/td>\n<\/tr>\n | ||||||
| 339<\/td>\n | 2.3 Uptake of permissions to use provisions valid in the place of use <\/td>\n<\/tr>\n | ||||||
| 368<\/td>\n | 2.4 Provisions valid in the place of use not mentioned in EN 206:2013, Annex M <\/td>\n<\/tr>\n | ||||||
| 377<\/td>\n | 2.5 Matters covered by provisions valid in the place of use that are outside the scope of EN 206 <\/td>\n<\/tr>\n | ||||||
| 379<\/td>\n | 3 Specific technical issues 3.1 Exposure classes <\/td>\n<\/tr>\n | ||||||
| 380<\/td>\n | 3.1.1 Understanding of the terms used to describe the exposure classes <\/td>\n<\/tr>\n | ||||||
| 385<\/td>\n | 3.1.2 Exposure classes that have been grouped together <\/td>\n<\/tr>\n | ||||||
| 387<\/td>\n | 3.1.3 Examples of exposure classes <\/td>\n<\/tr>\n | ||||||
| 399<\/td>\n | 3.1.4 Recommended exposure classes for selected concrete elements <\/td>\n<\/tr>\n | ||||||
| 402<\/td>\n | 3.1.5 Chemical attack outside the scope of EN 206, Table 2 <\/td>\n<\/tr>\n | ||||||
| 405<\/td>\n | 3.1.6 Exposure classes where resistance to damaging ASR is required <\/td>\n<\/tr>\n | ||||||
| 407<\/td>\n | 3.2 Constituents for concrete 3.2.1 Constituents standardized at the national level <\/td>\n<\/tr>\n | ||||||
| 409<\/td>\n | 3.2.2 Use of more than one cement <\/td>\n<\/tr>\n | ||||||
| 411<\/td>\n | 3.2.3 Sulfate resisting binders <\/td>\n<\/tr>\n | ||||||
| 415<\/td>\n | 3.2.4 Permitted loss-on-ignition categories of fly ash <\/td>\n<\/tr>\n | ||||||
| 416<\/td>\n | 3.2.5 Aggregates <\/td>\n<\/tr>\n | ||||||
| 429<\/td>\n | 3.2.6 Constituents unknown at national level but standardized at European level <\/td>\n<\/tr>\n | ||||||
| 430<\/td>\n | 3.3 Limiting values and cement types for an intended working life of 50 years <\/td>\n<\/tr>\n | ||||||
| 459<\/td>\n | 3.4 Use of additions <\/td>\n<\/tr>\n | ||||||
| 470<\/td>\n | 3.5 Compressive strength <\/td>\n<\/tr>\n | ||||||
| 471<\/td>\n | 4 Developing practice 4.1 Specification of fibre concrete by performance <\/td>\n<\/tr>\n | ||||||
| 473<\/td>\n | 4.2 Requirements for bleeding and segregation resistance with normal pumped concrete 4.3 Test methods used with self-compacting concrete <\/td>\n<\/tr>\n | ||||||
| 474<\/td>\n | 4.4 Test methods used for geotechnical applications <\/td>\n<\/tr>\n | ||||||
| 475<\/td>\n | 4.5 Dry-mixed concrete <\/td>\n<\/tr>\n | ||||||
| 478<\/td>\n | Annex ALimiting values <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Survey on provisions valid in the place of use used in conjunction with the European concrete standard and developing practice<\/b><\/p>\n |