BS EN 13108-31:2019
$189.07
Bituminous mixtures. Material specifications – Asphalt Concrete with Bituminous Emulsion
| Published By | Publication Date | Number of Pages |
| BSI | 2019 | 46 |
This European Standard specifies requirements for plant mixtures of the mix group Asphalt concrete with bituminous emulsion for use on roads, and other trafficked areas. Asphalt concrete with bituminous emulsion is used for surface courses, binder courses, regulating courses, and bases. It is a mixture in which mechanical properties evolve over time following installation. This is not just in terms of cooling, as other asphalts, but also includes curing effects. NOTE Asphalt concrete with bituminous emulsion is a mixture in which mechanical properties evolve over time following installation because of curing. Mixtures utilizing bituminous emulsion based on in situ recycling are not covered by this standard. This European Standard includes requirements for the selection of the constituent materials. It is designed to be read in conjunction with: – Annex A Product Type Assessment (Normative); – Annex B Performance characteristic assessment (Informative); – Annex C Factory Production Control (Normative).
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 2 | undefined |
| 9 | 1 Scope 2 Normative references |
| 11 | 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions |
| 14 | 3.2 Symbols and abbreviations 4 Requirements for constituent materials 4.1 General 4.2 Binder 4.2.1 General 4.2.2 Selection of binder 4.3 Aggregates 4.3.1 General |
| 15 | 4.3.2 Coarse aggregate 4.3.3 Fine aggregate 4.3.4 All-in aggregates 4.3.5 Added filler 4.4 Reclaimed asphalt 4.5 Additives 4.6 Water |
| 16 | 5 Requirements for the mixture 5.1 General 5.2 Composition, grading, binder content 5.2.1 Composition 5.2.2 Grading 5.2.2.1 General grading requirements |
| 17 | 5.2.2.2 Grading envelope |
| 18 | 5.2.3 Minimum binder content |
| 19 | 5.3 Properties 5.3.1 Specimens 5.3.2 Void content requirements 5.3.2.1 Void content |
| 20 | 5.3.2.2 Void content at 10 gyrations |
| 21 | 5.3.3 Water sensitivity |
| 22 | 5.3.4 Indirect Tensile Strength 5.3.5 Compressive strength |
| 23 | 5.3.6 Stiffness |
| 24 | 5.4 Temperature 5.5 Reaction to fire 5.6 Regulated dangerous substances 5.7 Conflicting requirements 6 Assessment and verification of constancy of performance — AVCP |
| 25 | 7 Identification |
| 26 | Annex A (normative)Product Type Assessment A.1 General A.2 Validity A.2.1 Period of validity A.2.2 Changes in aggregate A.2.3 Change in bituminous emulsion |
| 27 | A.2.4 Change in Reclaimed Asphalt A.2.5 Change in additive A.3 Constituent materials A.4 Bituminous Emulsion Mixtures A.4.1 General A.4.2 Application |
| 28 | A.4.3 Sampling and testing A.4.4 Composition A.4.5 Specimen preparation A.4.5.1 General A.4.5.2 Laboratory validation A.4.5.3 Production validation |
| 29 | A.5 Product type assessment Report A.5.1 General A.5.2 Constituents A.5.3 Mix formulation A.5.4 Temperatures |
| 30 | A.5.5 Test results A.6 Properties and test methods for constituent materials |
| 31 | A.7 Methods of specimen preparation A.7.1 General A.7.2 Compaction energy A.7.3 Reference density |
| 32 | A.7.4 Compaction degree A.7.5 Void content |
| 33 | A.7.6 Water sensitivity A.7.6.1 Water sensitivity according to EN 12697-12:2018, Method A |
| 34 | A.7.6.2 Water sensitivity according to EN 12697-12:2018, Method B |
| 35 | A.8 Test procedures and conditions A.8.1 General A.8.2 Stiffness |
| 36 | A.9 Special requirements for airfields |
| 37 | Annex B (normative)Factory Production Control B.1 General B.2 Testing, tolerances and conformity assessment |
| 39 | Annex C (informative)Performance characteristic assessment C.1 General C.2 Resistance to permanent deformation C.2.1 Wheel-tracking test |
| 42 | C.3 Fracture toughness |
| 43 | C.4 Spreadability C.5 Coating and homogeneity |
