{"id":214816,"date":"2024-10-19T13:55:29","date_gmt":"2024-10-19T13:55:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-12697-332019-tc\/"},"modified":"2024-10-25T06:55:15","modified_gmt":"2024-10-25T06:55:15","slug":"bs-en-12697-332019-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-12697-332019-tc\/","title":{"rendered":"BS EN 12697-33:2019 – TC"},"content":{"rendered":"
This document specifies the methods for compacting parallelepipedal specimens (slabs) of bituminous mixtures, to be used directly for subsequent testing, or from which test specimens are cut. For a given mass of bituminous mixture, the specimens are prepared either under controlled compaction energy, or until a specified volume and therefore air voids content is obtained. This document describes the following methods of compaction: – method using a wheel or two wheels fitted with pneumatic tyres; – methods using a steel roller, which includes 3 different procedures: – steel roller; – steel roller used on wheel fitted with pneumatic tyres; – steel roller running on vertical sliding steel plates; – method using a steel roller sector. This document is applicable to bituminous mixtures manufactured in the laboratory or in a mixing plant.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
28<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 4 Principle <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 5 Apparatus 5.1 Method using a wheel or two wheels fitted with pneumatic tyres 5.2 Methods using a smooth steel roller 5.2.1 Smooth steel roller <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 5.2.2 Steel roller used on wheel fitted with pneumatic tyres 5.3 Method using a steel roller sector 5.3.1 General 5.3.2 Roller sector 5.3.3 Compaction mould <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 5.3.4 Loading device 5.3.5 Demoulding facilities 5.3.6 Other 5.4 Method using a roller running on vertical sliding steel plates <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 6 Preparation 6.1 Mass of bituminous mixture 6.2 Filling the mould <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 7 Compaction procedure 7.1 Method using wheels fitted with pneumatic tyres 7.1.1 Test conditions 7.1.2 Compaction <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 7.2 Methods using a smooth steel roller 7.2.1 General 7.2.2 Compaction by a specified energy 7.2.3 Compaction with controlled compaction energy 7.2.4 Compaction to obtain a specified air voids content or compaction degree <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 7.3 Method using a steel roller sector 7.3.1 General 7.3.2 Compaction with combined height-controlled precompaction and force-controlled main-compaction <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 7.3.3 Height-controlled compaction 7.3.4 Compaction with controlled compaction energy <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 7.4 Method using a roller running on vertical sliding steel plates 7.5 Demoulding of the slab 8 Test report <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Bituminous mixtures. Test method – Specimen prepared by roller compactor<\/b><\/p>\n |