This European Standard specifies cement bound granular mixtures for roads, airfields and other trafficked areas and specifies the requirements for their constituents, composition and laboratory performance classification.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 7<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | 3 Terms and definitions 4 Symbols and abbreviated terms <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | 5 Constituents 5.1 Aggregates 5.2 Cement 5.3 Water 5.4 Retarders 6 Cement bound granular mixture 6.1 Types 6.1.1 General 6.1.2 Cement bound granular mixture 1 6.1.3 Cement bound granular mixture 2 6.1.3.1 Description 6.1.3.2 Grading of the mixture <\/td>\n<\/tr>\n | ||||||
| 10<\/td>\n | 6.1.3.3 Compacity 6.1.3.4 Immediate bearing index 6.1.4 Cement bound granular mixture 3 6.1.4.1 Description 6.1.4.2 Grading of the mixture 6.1.4.3 Immediate bearing index 6.1.5 Cement bound granular mixture 4 6.1.6 Cement bound granular mixture 5 <\/td>\n<\/tr>\n | ||||||
| 11<\/td>\n | 6.2 Water content of mixtures 6.3 Proportioning of the constituents, grading and dry density 6.4 Other requirements for the fresh mixture 6.4.1 Compacity 6.4.2 Immediate bearing index of the mixture <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | 6.4.3 Workability period 7 Laboratory mechanical performance classification 7.1 General 7.2 Classification by compressive strength <\/td>\n<\/tr>\n | ||||||
| 13<\/td>\n | 7.3 Classification by Rt, E 7.3.1 General <\/td>\n<\/tr>\n | ||||||
| 14<\/td>\n | 7.3.2 Method by direct tensile testing 7.3.3 Method by indirect tensile testing 7.3.4 Method by indirect tensile and compression testing <\/td>\n<\/tr>\n | ||||||
| 15<\/td>\n | 8 Other requirements for the mixture 8.1 Strength after immersion in water 8.2 Other characteristics 9 Production control 10 Designation and description 10.1 Designation 10.2 Description <\/td>\n<\/tr>\n | ||||||
| 16<\/td>\n | 11 Marking and labelling <\/td>\n<\/tr>\n | ||||||
| 17<\/td>\n | 12 Figures <\/td>\n<\/tr>\n | ||||||
| 24<\/td>\n | Annex A (normative) Compacity of a cement bound granular mixture 2 <\/td>\n<\/tr>\n | ||||||
| 25<\/td>\n | Annex B (informative) Production control for cement bound granular mixtures B.1 General B.2 Quality manual B.3 Organisation B.3.1 Responsibility and authority B.3.2 Management representative B.3.3 Internal audits <\/td>\n<\/tr>\n | ||||||
| 26<\/td>\n | B.3.4 Management review B.3.5 Sub-contract services B.3.6 Records B.3.7 Training B.4 Control procedures B.4.1 Production management <\/td>\n<\/tr>\n | ||||||
| 27<\/td>\n | B.4.2 Composition of the mixture B.4.3 Constituents B.4.4 Process control B.4.5 Inspection, calibration and control of process equipment B.4.6 Handling and delivery <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | B.5 Inspection and testing of constituents and mixtures during production B.5.1 General B.5.2 Characteristics that require control during production B.5.3 Frequency of sampling the mixture <\/td>\n<\/tr>\n | ||||||
| 29<\/td>\n | B.6 Inspection and testing equipment B.6.1 General B.6.2 Measuring and testing equipment B.6.3 Measuring and testing equipment in the process B.6.4 Measuring and testing equipment in laboratory B.7 Non-conformity B.7.1 General <\/td>\n<\/tr>\n | ||||||
| 30<\/td>\n | B.7.2 Non-conformity of constituents B.7.3 Non-conformity of the mixture <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Hydraulically bound mixtures. Specifications – Cement bound granular mixtures<\/b><\/p>\n |