BS EN 13108-6:2016 – TC:2020 Edition
$217.84
Tracked Changes. Bituminous mixtures. Material specifications – Mastic Asphalt
| Published By | Publication Date | Number of Pages |
| BSI | 2020 | 85 |
This European Standard specifies requirements for mixtures of the mix group Mastic Asphalt for use on roads, airfields and other trafficked areas. Mastic Asphalt is used for surface courses, binder courses, protection layers and inter-layers for bridges, tunnels and troughs. The mixtures of the mix group Mastic Asphalt are produced on the basis of hot bitumen. Mixtures utilizing bitumen emulsion and bituminous materials 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 EN 13108-20 and EN 13108-21.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 53 | Contents Page |
| 55 | European foreword |
| 57 | Introduction |
| 58 | 1 Scope 2 Normative references |
| 59 | 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions |
| 61 | 3.2 Symbols and abbreviations 4 Requirements for constituent materials 4.1 General |
| 62 | 4.2 Binder 4.2.1 General 4.2.2 Selection of Binder 4.2.3 Mixes with reclaimed asphalt |
| 63 | 4.3 Aggregates 4.3.1 Coarse aggregate 4.3.2 Fine aggregate 4.3.3 All-in aggregates 4.3.4 Added filler 4.4 Reclaimed asphalt 4.5 Additives |
| 64 | 5 Requirements for the mixture 5.1 General 5.2 Composition, grading, binder content 5.2.1 Composition 5.2.2 Grading |
| 65 | Table 1 — General grading requirements of target composition – Basic sieve set plus set 1 Table 2 — General grading requirements of target composition – Basic sieve set plus set 2 |
| 66 | Table 3 — Ranges between maximum and minimum percentage values for the selected grading envelope 5.2.3 Minimum binder content |
| 67 | 5.3 Properties 5.3.1 Specimens 5.3.2 Indentation and resistance to permanent deformation |
| 68 | Table 4 — Indentation, Imin or Imax |
| 69 | Table 5 — Maximum increase of indentation after 30 min, Incmax Table 6 — Maximum cumulative deformation after 2 500 load cycles, U2500, max |
| 70 | Table 7 — Maximum cumulative deformation after 5 000 load cycles, U5000max 5.3.3 Low temperature properties |
| 71 | Table 8 — Maximum failure temperature, TSRSTmax 5.3.4 Coating and homogeneity 5.3.5 Reaction to fire 5.3.6 Resistance to fuel for application on airfields |
| 72 | Table 9 — Resistance to fuel, maximum loss of mass, Cimax 5.3.7 Resistance to de-icing fluid for application on airfields Table 10 — Minimum retained strength, βmin 5.4 Temperature of the mixture |
| 73 | 5.5 Regulated dangerous substances 6 Assessment and verification of constancy of performance — AVCP 7 Identification |
| 75 | Annex A (normative) Calculations of the penetration or the softening point of the binder of a mixture when reclaimed asphalt is used A.1 General A.2 Calculation of the penetration of the binder of a mixture A.3 Calculation of the softening point of the binder of a mixture |
| 77 | Annex ZA (informative) Relationship of this European Standard with Regulation (EU) No. 305/2011 ZA.1 Scope and relevant characteristics |
| 78 | Table ZA.1 — Relevant clauses for Mastic Asphalt for use on roads and other trafficked areas |
| 79 | ZA.2 Procedure for AVCP of Mastic Asphalt ZA.3 Assignment of AVCP tasks Table ZA.3.1 — Assignment of AVCP tasks for Mastic Asphalt under system 2+ und subject to reaction to fire under system 1 |
| 81 | Table ZA.3.2 — Assignment of AVCP tasks for Mastic Asphalt under system 2+ and subject to reaction to fire under system 3 |
| 82 | Table ZA.3.3 — Assignment of AVCP tasks for Mastic Asphalt under system 2+ and subject to reaction to fire under system 4 |
| 83 | Bibliography |
