{"id":381392,"date":"2024-10-20T03:11:20","date_gmt":"2024-10-20T03:11:20","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-2062013a22021\/"},"modified":"2024-10-26T05:47:16","modified_gmt":"2024-10-26T05:47:16","slug":"bs-en-2062013a22021","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-2062013a22021\/","title":{"rendered":"BS EN 206:2013+A2:2021"},"content":{"rendered":"<ol>\n<li>\n<p>This European Standard applies to concrete for structures cast in situ, precast structures, and structural precast products for buildings and civil engineering structures.<\/p>\n<\/li>\n<li>\n<p>The concrete under this European Standard can be:<\/p>\n<ul>\n<li>\n<p>normal-weight, heavy-weight and light-weight;<\/p>\n<\/li>\n<li>\n<p>mixed on site, ready-mixed or produced in a plant for precast concrete products;<\/p>\n<\/li>\n<li>\n<p>compacted or self-compacting to retain no appreciable amount of entrapped air other than entrained air.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p>This standard specifies requirements for:<\/p>\n<ul>\n<li>\n<p>the constituents of concrete;<\/p>\n<\/li>\n<li>\n<p>the properties of fresh and hardened concrete and their verification;<\/p>\n<\/li>\n<li>\n<p>the limitations for concrete composition;<\/p>\n<\/li>\n<li>\n<p>the specification of concrete;<\/p>\n<\/li>\n<li>\n<p>the delivery of fresh concrete;<\/p>\n<\/li>\n<li>\n<p>the production control procedures;<\/p>\n<\/li>\n<li>\n<p>the conformity criteria and evaluation of conformity.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p>Other European Standards for specific products e.g. precast products or for processes within the field of the scope of this standard may require or permit deviations.<\/p>\n<\/li>\n<li>\n<p>Additional or different requirements may be given for specific applications in other European Standards, for example:<\/p>\n<ul>\n<li>\n<p>concrete to be used in roads and other trafficked areas (e.g. concrete pavements according to EN 13877\u20131);<\/p>\n<\/li>\n<li>\n<p>special technologies (e.g. sprayed concrete according to EN 14487).<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p>Supplementing requirements or different testing procedures may be specified for specific types of concrete and applications, for example:<\/p>\n<ul>\n<li>\n<p>concrete for massive structures (e.g. dams);<\/p>\n<\/li>\n<li>\n<p>dry mixed concrete;<\/p>\n<\/li>\n<li>\n<p>concrete with a Dmax of 4 mm or less (mortar);<\/p>\n<\/li>\n<li>\n<p>self-compacting concretes (SCC) containing lightweight or heavy-weight aggregates or fibres;<\/p>\n<\/li>\n<li>\n<p>concrete with open structure (e. g. pervious concrete for drainage).<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p>This standard does not apply to:<\/p>\n<ul>\n<li>\n<p>aerated concrete;<\/p>\n<\/li>\n<li>\n<p>foamed concrete;<\/p>\n<\/li>\n<li>\n<p>concrete with density less than 800 kg\/m<sup>3<\/sup>;<\/p>\n<\/li>\n<li>\n<p>refractory concrete.<\/p>\n<\/li>\n<\/ul>\n<\/li>\n<li>\n<p>(8) This standard does not cover health and safety requirements for the protection of workers during production and delivery of concrete.<\/p>\n<\/li>\n<\/ol>\n<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>2<b><\/td>\n<td>undefined <br \/> undefined  <\/td>\n<\/tr>\n<tr>\n<td><b>13<b><\/td>\n<td>1 Scope <br \/> 1 Scope  <\/td>\n<\/tr>\n<tr>\n<td><b>14<b><\/td>\n<td>2 Normative references <br \/> 2 Normative references  <\/td>\n<\/tr>\n<tr>\n<td><b>16<b><\/td>\n<td>3 Terms, definitions, symbols and abbreviations <br \/> 3 Terms, definitions, symbols and abbreviations <br \/> 3.1 Terms and definitions <br \/> 3.1 Terms and definitions <br \/> 3.1.1 General <br \/> 3.1.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>19<b><\/td>\n<td>3.1.2 Constituents <br \/> 3.1.2 Constituents  <\/td>\n<\/tr>\n<tr>\n<td><b>21<b><\/td>\n<td>3.1.3 Fresh concrete <br \/> 3.1.3 Fresh concrete  <\/td>\n<\/tr>\n<tr>\n<td><b>23<b><\/td>\n<td>3.1.4 Hardened concrete <br \/> 3.1.4 Hardened concrete  <\/td>\n<\/tr>\n<tr>\n<td><b>24<b><\/td>\n<td>3.1.5 Conformity and production control <br \/> 3.1.5 Conformity and production control  <\/td>\n<\/tr>\n<tr>\n<td><b>25<b><\/td>\n<td>3.2 Symbols and abbreviations <br \/> 3.2 Symbols and abbreviations  <\/td>\n<\/tr>\n<tr>\n<td><b>27<b><\/td>\n<td>4 Classification <br \/> 4 Classification <br \/> 4.1 Exposure classes related to environmental actions <br \/> 4.1 Exposure classes related to environmental actions  <\/td>\n<\/tr>\n<tr>\n<td><b>30<b><\/td>\n<td>4.2 Classes for properties of fresh concrete <br \/> 4.2 Classes for properties of fresh concrete <br \/> 4.2.1 Consistence classes <br \/> 4.2.1 Consistence classes  <\/td>\n<\/tr>\n<tr>\n<td><b>32<b><\/td>\n<td>4.2.2 Classes for additional properties of SCC <br \/> 4.2.2 Classes for additional properties of SCC  <\/td>\n<\/tr>\n<tr>\n<td><b>33<b><\/td>\n<td>4.3 Classes for properties of hardened concrete <br \/> 4.3 Classes for properties of hardened concrete <br \/> 4.3.1 Compressive strength classes <br \/> 4.3.1 Compressive strength classes  <\/td>\n<\/tr>\n<tr>\n<td><b>35<b><\/td>\n<td>4.3.2 Density classes for lightweight concrete <br \/> 4.3.2 Density classes for lightweight concrete  <\/td>\n<\/tr>\n<tr>\n<td><b>36<b><\/td>\n<td>5 Requirements for concrete and methods of verification <br \/> 5 Requirements for concrete and methods of verification <br \/> 5.1 Basic requirements for constituents <br \/> 5.1 Basic requirements for constituents <br \/> 5.1.1 General <br \/> 5.1.1 General <br \/> 5.1.2 Cement <br \/> 5.1.2 Cement <br \/> 5.1.3 Aggregates <br \/> 5.1.3 Aggregates  <\/td>\n<\/tr>\n<tr>\n<td><b>37<b><\/td>\n<td>5.1.4 Mixing water <br \/> 5.1.4 Mixing water <br \/> 5.1.5 Admixtures <br \/> 5.1.5 Admixtures <br \/> 5.1.6 Additions (including mineral fillers and pigments) <br \/> 5.1.6 Additions (including mineral fillers and pigments) <br \/> 5.1.7 Fibres <br \/> 5.1.7 Fibres <br \/> 5.2 Basic requirements for composition of concrete <br \/> 5.2 Basic requirements for composition of concrete <br \/> 5.2.1 General <br \/> 5.2.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>38<b><\/td>\n<td>5.2.2 Selection of cement <br \/> 5.2.2 Selection of cement <br \/> 5.2.3 Selection of aggregates <br \/> 5.2.3 Selection of aggregates <br \/> 5.2.3.1 General <br \/> 5.2.3.1 General <br \/> 5.2.3.2 All-in aggregate <br \/> 5.2.3.2 All-in aggregate <br \/> 5.2.3.3 Reclaimed aggregate <br \/> 5.2.3.3 Reclaimed aggregate  <\/td>\n<\/tr>\n<tr>\n<td><b>39<b><\/td>\n<td>5.2.3.4 Recycled aggregates <br \/> 5.2.3.4 Recycled aggregates <br \/> 5.2.3.5 Resistance to alkali-silica reaction <br \/> 5.2.3.5 Resistance to alkali-silica reaction <br \/> 5.2.4 Use of mixing water <br \/> 5.2.4 Use of mixing water <br \/> 5.2.5 Use of additions <br \/> 5.2.5 Use of additions <br \/> 5.2.5.1 General <br \/> 5.2.5.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>40<b><\/td>\n<td>5.2.5.2 k-value concept for fly ash, silica fume and ground granulated blast furnace slag <br \/> 5.2.5.2 k-value concept for fly ash, silica fume and ground granulated blast furnace slag  <\/td>\n<\/tr>\n<tr>\n<td><b>41<b><\/td>\n<td>5.2.5.3 Principles of the Equivalent Concrete Performance Concept <br \/> 5.2.5.3 Principles of the Equivalent Concrete Performance Concept <br \/> 5.2.5.4 Principles of the Equivalent Performance of Combinations Concept <br \/> 5.2.5.4 Principles of the Equivalent Performance of Combinations Concept <br \/> 5.2.6 Use of admixtures <br \/> 5.2.6 Use of admixtures  <\/td>\n<\/tr>\n<tr>\n<td><b>42<b><\/td>\n<td>5.2.7 Use of fibres <br \/> 5.2.7 Use of fibres <br \/> 5.2.8 Chloride content <br \/> 5.2.8 Chloride content  <\/td>\n<\/tr>\n<tr>\n<td><b>43<b><\/td>\n<td>5.2.9 Concrete temperature <br \/> 5.2.9 Concrete temperature <br \/> 5.3 Requirements related to exposure classes <br \/> 5.3 Requirements related to exposure classes <br \/> 5.3.1 General <br \/> 5.3.1 General <br \/> 5.3.2 Limiting values for concrete composition <br \/> 5.3.2 Limiting values for concrete composition  <\/td>\n<\/tr>\n<tr>\n<td><b>44<b><\/td>\n<td>5.3.3 Performance-related methods <br \/> 5.3.3 Performance-related methods <br \/> 5.4 Requirements for fresh concrete <br \/> 5.4 Requirements for fresh concrete <br \/> 5.4.1 Consistence, viscosity, passing ability and resistance to segregation <br \/> 5.4.1 Consistence, viscosity, passing ability and resistance to segregation  <\/td>\n<\/tr>\n<tr>\n<td><b>45<b><\/td>\n<td>5.4.2 Cement content and water\/cement ratio <br \/> 5.4.2 Cement content and water\/cement ratio <br \/> 5.4.3 Air content <br \/> 5.4.3 Air content <br \/> 5.4.4 Fibre content <br \/> 5.4.4 Fibre content  <\/td>\n<\/tr>\n<tr>\n<td><b>46<b><\/td>\n<td>5.5 Requirements for hardened concrete <br \/> 5.5 Requirements for hardened concrete <br \/> 5.5.1 Strength <br \/> 5.5.1 Strength <br \/> 5.5.1.1 General <br \/> 5.5.1.1 General <br \/> 5.5.1.2 Compressive strength <br \/> 5.5.1.2 Compressive strength <br \/> 5.5.1.3 Tensile splitting strength <br \/> 5.5.1.3 Tensile splitting strength <br \/> 5.5.2 Density <br \/> 5.5.2 Density  <\/td>\n<\/tr>\n<tr>\n<td><b>47<b><\/td>\n<td>5.5.3 Resistance to water penetration <br \/> 5.5.3 Resistance to water penetration <br \/> 5.5.4 Reaction to fire <br \/> 5.5.4 Reaction to fire <br \/> 6 Specification of concrete <br \/> 6 Specification of concrete <br \/> 6.1 General <br \/> 6.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>48<b><\/td>\n<td>6.2 Specification for designed concrete <br \/> 6.2 Specification for designed concrete <br \/> 6.2.1 General <br \/> 6.2.1 General <br \/> 6.2.2 Basic requirements <br \/> 6.2.2 Basic requirements  <\/td>\n<\/tr>\n<tr>\n<td><b>49<b><\/td>\n<td>6.2.3 Additional requirements <br \/> 6.2.3 Additional requirements <br \/> 6.3 Specification for prescribed concrete <br \/> 6.3 Specification for prescribed concrete <br \/> 6.3.1 General <br \/> 6.3.1 General <br \/> 6.3.2 Basic requirements <br \/> 6.3.2 Basic requirements  <\/td>\n<\/tr>\n<tr>\n<td><b>50<b><\/td>\n<td>6.3.3 Additional requirements <br \/> 6.3.3 Additional requirements <br \/> 6.4 Specification of standardized prescribed concrete <br \/> 6.4 Specification of standardized prescribed concrete <br \/> 7 Delivery of fresh concrete <br \/> 7 Delivery of fresh concrete <br \/> 7.1 Information from the user of the concrete to the producer <br \/> 7.1 Information from the user of the concrete to the producer  <\/td>\n<\/tr>\n<tr>\n<td><b>51<b><\/td>\n<td>7.2 Information from the producer of the concrete to the user <br \/> 7.2 Information from the producer of the concrete to the user  <\/td>\n<\/tr>\n<tr>\n<td><b>52<b><\/td>\n<td>7.3 Delivery ticket for ready-mixed concrete <br \/> 7.3 Delivery ticket for ready-mixed concrete  <\/td>\n<\/tr>\n<tr>\n<td><b>53<b><\/td>\n<td>7.4 Delivery information for site-mixed concrete <br \/> 7.4 Delivery information for site-mixed concrete <br \/> 7.5 Mix adjustments after the main mixing process and prior to discharge <br \/> 7.5 Mix adjustments after the main mixing process and prior to discharge <br \/> 8 Conformity control and conformity criteria <br \/> 8 Conformity control and conformity criteria <br \/> 8.1 General <br \/> 8.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>54<b><\/td>\n<td>8.2 Conformity control for designed concrete <br \/> 8.2 Conformity control for designed concrete <br \/> 8.2.1 Conformity control for compressive strength <br \/> 8.2.1 Conformity control for compressive strength <br \/> 8.2.1.1 General <br \/> 8.2.1.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>55<b><\/td>\n<td>8.2.1.2 Sampling and testing plan <br \/> 8.2.1.2 Sampling and testing plan  <\/td>\n<\/tr>\n<tr>\n<td><b>56<b><\/td>\n<td>8.2.1.3 Conformity criteria for compressive strength <br \/> 8.2.1.3 Conformity criteria for compressive strength  <\/td>\n<\/tr>\n<tr>\n<td><b>59<b><\/td>\n<td>8.2.2 Conformity control for tensile splitting strength <br \/> 8.2.2 Conformity control for tensile splitting strength <br \/> 8.2.2.1 General <br \/> 8.2.2.1 General <br \/> 8.2.2.2 Sampling and testing plan <br \/> 8.2.2.2 Sampling and testing plan <br \/> 8.2.2.3 Conformity criteria for tensile splitting strength <br \/> 8.2.2.3 Conformity criteria for tensile splitting strength  <\/td>\n<\/tr>\n<tr>\n<td><b>60<b><\/td>\n<td>8.2.3 Conformity control for properties other than strength <br \/> 8.2.3 Conformity control for properties other than strength <br \/> 8.2.3.1 General <br \/> 8.2.3.1 General <br \/> 8.2.3.2 Sampling and testing plan <br \/> 8.2.3.2 Sampling and testing plan <br \/> 8.2.3.3 Conformity criteria for properties other than strength <br \/> 8.2.3.3 Conformity criteria for properties other than strength  <\/td>\n<\/tr>\n<tr>\n<td><b>64<b><\/td>\n<td>8.3 Conformity control of prescribed concrete including standardized prescribed concrete <br \/> 8.3 Conformity control of prescribed concrete including standardized prescribed concrete <br \/> 8.4 Actions in the case of non-conformity of the product <br \/> 8.4 Actions in the case of non-conformity of the product  <\/td>\n<\/tr>\n<tr>\n<td><b>65<b><\/td>\n<td>9 Production control <br \/> 9 Production control <br \/> 9.1 General <br \/> 9.1 General <br \/> 9.2 Production control systems <br \/> 9.2 Production control systems  <\/td>\n<\/tr>\n<tr>\n<td><b>66<b><\/td>\n<td>9.3 Recorded data and other documents <br \/> 9.3 Recorded data and other documents  <\/td>\n<\/tr>\n<tr>\n<td><b>68<b><\/td>\n<td>9.4 Testing <br \/> 9.4 Testing <br \/> 9.5 Concrete composition and initial testing <br \/> 9.5 Concrete composition and initial testing <br \/> 9.6 Personnel, equipment and installation <br \/> 9.6 Personnel, equipment and installation <br \/> 9.6.1 Personnel <br \/> 9.6.1 Personnel <br \/> 9.6.2 Equipment and installation <br \/> 9.6.2 Equipment and installation <br \/> 9.6.2.1 Storage of constituents <br \/> 9.6.2.1 Storage of constituents <br \/> 9.6.2.2 Batching equipment <br \/> 9.6.2.2 Batching equipment  <\/td>\n<\/tr>\n<tr>\n<td><b>69<b><\/td>\n<td>9.6.2.3 Mixers <br \/> 9.6.2.3 Mixers <br \/> 9.6.2.4 Testing equipment <br \/> 9.6.2.4 Testing equipment <br \/> 9.7 Batching of constituents <br \/> 9.7 Batching of constituents  <\/td>\n<\/tr>\n<tr>\n<td><b>70<b><\/td>\n<td>9.8 Mixing of concrete <br \/> 9.8 Mixing of concrete <br \/> 9.9 Production control procedures <br \/> 9.9 Production control procedures  <\/td>\n<\/tr>\n<tr>\n<td><b>74<b><\/td>\n<td>10 Evaluation of conformity <br \/> 10 Evaluation of conformity <br \/> 10.1 General <br \/> 10.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>75<b><\/td>\n<td>10.2 Assessment, surveillance and certification of production control <br \/> 10.2 Assessment, surveillance and certification of production control <br \/> 11 Designation for designed concrete <br \/> 11 Designation for designed concrete  <\/td>\n<\/tr>\n<tr>\n<td><b>76<b><\/td>\n<td>Annex A (normative)Initial test <br \/> Annex A (normative)Initial test <br \/> A.1 General <br \/> A.1 General <br \/> A.2 Party responsible for initial tests <br \/> A.2 Party responsible for initial tests <br \/> A.3 Frequency of initial tests <br \/> A.3 Frequency of initial tests <br \/> A.4 Test conditions <br \/> A.4 Test conditions  <\/td>\n<\/tr>\n<tr>\n<td><b>77<b><\/td>\n<td>A.5 Criteria for adoption of initial tests <br \/> A.5 Criteria for adoption of initial tests  <\/td>\n<\/tr>\n<tr>\n<td><b>78<b><\/td>\n<td>Annex B (normative)Identity testing <br \/> Annex B (normative)Identity testing <br \/> B.1 General <br \/> B.1 General <br \/> B.2 Sampling and testing plan <br \/> B.2 Sampling and testing plan <br \/> B.3 Identity criteria for compressive strength <br \/> B.3 Identity criteria for compressive strength <br \/> B.3.1 Concrete under production control certification <br \/> B.3.1 Concrete under production control certification  <\/td>\n<\/tr>\n<tr>\n<td><b>79<b><\/td>\n<td>B.3.2 Concrete not under production control certification <br \/> B.3.2 Concrete not under production control certification <br \/> B.4 Identity criteria for consistence and air content <br \/> B.4 Identity criteria for consistence and air content <br \/> B.5 Identity criteria for fibre content and homogeneity of fresh concrete <br \/> B.5 Identity criteria for fibre content and homogeneity of fresh concrete  <\/td>\n<\/tr>\n<tr>\n<td><b>80<b><\/td>\n<td>Annex C #(informative)$Provisions for assessment, surveillance and certification of production control <br \/> Annex C #(informative)$Provisions for assessment, surveillance and certification of production control <br \/> C.1 General <br \/> C.1 General <br \/> C.2 Tasks for the inspection body <br \/> C.2 Tasks for the inspection body <br \/> C.2.1 Initial assessment of the production control <br \/> C.2.1 Initial assessment of the production control  <\/td>\n<\/tr>\n<tr>\n<td><b>81<b><\/td>\n<td>C.2.2 Continuous surveillance of the production control <br \/> C.2.2 Continuous surveillance of the production control <br \/> C.2.2.1 Routine inspection <br \/> C.2.2.1 Routine inspection  <\/td>\n<\/tr>\n<tr>\n<td><b>82<b><\/td>\n<td>C.2.2.2 Extraordinary inspections <br \/> C.2.2.2 Extraordinary inspections <br \/> C.3 Tasks for the certification body <br \/> C.3 Tasks for the certification body <br \/> C.3.1 Certification of production control <br \/> C.3.1 Certification of production control <br \/> C.3.2 Measures in case of non-conformity <br \/> C.3.2 Measures in case of non-conformity  <\/td>\n<\/tr>\n<tr>\n<td><b>84<b><\/td>\n<td>Annex D (normative)Additional requirements for specification and conformity of concrete for special geotechnical works <br \/> Annex D (normative)Additional requirements for specification and conformity of concrete for special geotechnical works <br \/> D.1 General <br \/> D.1 General <br \/> D.2 Constituents <br \/> D.2 Constituents <br \/> D.2.1 Cement <br \/> D.2.1 Cement  <\/td>\n<\/tr>\n<tr>\n<td><b>85<b><\/td>\n<td>D.2.2 Aggregates <br \/> D.2.2 Aggregates <br \/> D.3 Concrete <br \/> D.3 Concrete <br \/> D.3.1 General requirements for specification and acceptance of the mix design <br \/> D.3.1 General requirements for specification and acceptance of the mix design  <\/td>\n<\/tr>\n<tr>\n<td><b>86<b><\/td>\n<td>D.3.2 Minimum fines content and minimum cement content <br \/> D.3.2 Minimum fines content and minimum cement content <br \/> D.3.3 Water\/cement ratio <br \/> D.3.3 Water\/cement ratio  <\/td>\n<\/tr>\n<tr>\n<td><b>87<b><\/td>\n<td>D.3.4 Fresh concrete <br \/> D.3.4 Fresh concrete  <\/td>\n<\/tr>\n<tr>\n<td><b>88<b><\/td>\n<td>Annex E (informative)Recommendation for the use of aggregates <br \/> Annex E (informative)Recommendation for the use of aggregates <br \/> E.1 General <br \/> E.1 General <br \/> E.2 Natural normal-weight and heavy-weight aggregates and air-cooled blast furnace slag <br \/> E.2 Natural normal-weight and heavy-weight aggregates and air-cooled blast furnace slag  <\/td>\n<\/tr>\n<tr>\n<td><b>89<b><\/td>\n<td>E.3 Recommendation for the use of coarse recycled aggregates <br \/> E.3 Recommendation for the use of coarse recycled aggregates  <\/td>\n<\/tr>\n<tr>\n<td><b>90<b><\/td>\n<td>E.4 Recommendation for the use of lightweight aggregates <br \/> E.4 Recommendation for the use of lightweight aggregates  <\/td>\n<\/tr>\n<tr>\n<td><b>92<b><\/td>\n<td>Annex F (informative)Recommendation for limiting values of concrete composition <br \/> Annex F (informative)Recommendation for limiting values of concrete composition  <\/td>\n<\/tr>\n<tr>\n<td><b>94<b><\/td>\n<td>Annex G (informative)Guidelines for self-compacting concrete requirements in the fresh state <br \/> Annex G (informative)Guidelines for self-compacting concrete requirements in the fresh state <br \/> G.1 General <br \/> G.1 General  <\/td>\n<\/tr>\n<tr>\n<td><b>95<b><\/td>\n<td>G.2 Recommendations on classification of self-compacting concrete <br \/> G.2 Recommendations on classification of self-compacting concrete <br \/> G.2.1 Consistence <br \/> G.2.1 Consistence <br \/> G.2.2 Viscosity <br \/> G.2.2 Viscosity <br \/> G.2.3 Passing ability <br \/> G.2.3 Passing ability <br \/> G.2.4 Segregation resistance <br \/> G.2.4 Segregation resistance  <\/td>\n<\/tr>\n<tr>\n<td><b>96<b><\/td>\n<td>Annex H (informative)Rules of application for 8.2.1.3, Method C <br \/> Annex H (informative)Rules of application for 8.2.1.3, Method C <br \/> H.1 Introduction <br \/> H.1 Introduction <br \/> H.2 Control based on the cusum system <br \/> H.2 Control based on the cusum system  <\/td>\n<\/tr>\n<tr>\n<td><b>97<b><\/td>\n<td>H.3 Control based on Shewhart charts with modified limits by variables <br \/> H.3 Control based on Shewhart charts with modified limits by variables  <\/td>\n<\/tr>\n<tr>\n<td><b>98<b><\/td>\n<td>Annex J(informative)Deviation to accommodate a notified Spanish Regulation <br \/> Annex J(informative)Deviation to accommodate a notified Spanish Regulation  <\/td>\n<\/tr>\n<tr>\n<td><b>99<b><\/td>\n<td>Annex K(informative)Concrete families <br \/> Annex K(informative)Concrete families <br \/> K.1 General <br \/> K.1 General <br \/> K.2 Selection of the concrete family <br \/> K.2 Selection of the concrete family  <\/td>\n<\/tr>\n<tr>\n<td><b>100<b><\/td>\n<td>K.3 Flow chart for the assessment of membership and conformity of a concrete family <br \/> K.3 Flow chart for the assessment of membership and conformity of a concrete family  <\/td>\n<\/tr>\n<tr>\n<td><b>101<b><\/td>\n<td>Annex L(informative)Further information regarding specific paragraphs <br \/> Annex L(informative)Further information regarding specific paragraphs  <\/td>\n<\/tr>\n<tr>\n<td><b>103<b><\/td>\n<td>Annex M (informative)Guidance on provisions valid in the place of use <br \/> Annex M (informative)Guidance on provisions valid in the place of use  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>Concrete. 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