BS EN 13108-7:2016 – TC:2020 Edition
$217.84
Tracked Changes. Bituminous mixtures. Material specifications – Porous Asphalt
| Published By | Publication Date | Number of Pages |
| BSI | 2020 | 98 |
This European Standard specifies requirements for mixtures of the mix group Porous Asphalt for use on roads, airfields and other trafficked areas. Porous Asphalt is used for surface courses. Porous Asphalt can be laid in more than one layer. The mixtures of the mix group Porous 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 |
|---|---|
| 60 | Contents Page |
| 62 | European foreword |
| 64 | Introduction |
| 65 | 1 Scope 2 Normative references |
| 66 | 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions |
| 68 | 3.2 Symbols and abbreviations 4 Requirements for constituent materials 4.1 General 4.2 Binder 4.2.1 General |
| 69 | 4.2.2 Selection of binder 4.2.2.1 General 4.2.2.2 Mixes with reclaimed asphalt |
| 70 | 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 |
| 71 | 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 |
| 72 | Table 1 — General grading requirements of target composition 5.2.2.2 Grading envelope |
| 73 | Table 2 — Ranges between maximum and minimum percentage values for the selected grading envelope 5.2.3 Minimum binder content |
| 74 | 5.3 Properties 5.3.1 Specimens 5.3.2 Drainage capacity 5.3.2.1 General 5.3.2.2 Void content |
| 75 | Table 3 — Void content, Vmin and/or Vmax 5.3.2.3 Permeability |
| 76 | Table 4 — Minimum horizontal permeability, Khmin Table 5 — Minimum vertical permeability, Kvmin 5.3.3 Resistance to permanent deformation 5.3.3.1 Resistance to permanent deformation by wheel-tracking test |
| 77 | Table 6 — Large size devicea, maximum proportional rut depth, Pmax |
| 78 | Table 7 — Small size devicea procedure B conditioning in air, maximum wheel tracking slope, WTSAIRmax |
| 79 | Table 8 — Small size devicea procedure B, conditioning in air, maximum proportional rut depth, PRDAIRmax 5.3.3.2 Resistance to permanent deformation in tri-axial compression test |
| 80 | Table 9 — Maximum creep rate, fcmax 5.3.4 Water sensitivity |
| 81 | Table 10 — Minimum water sensitivity, ITSRmin or i/Cmin 5.3.5 Particle loss |
| 82 | Table 11 — Maximum particle loss, PLmax 5.3.6 Low temperature properties Table 12 — Maximum failure temperature, TSRSTmax |
| 83 | 5.3.7 Friction after polishing Table 13 — Minimum friction after polishing, FAPmin 5.3.8 Coating and homogeneity 5.3.9 Reaction to fire 5.3.10 Binder drainage |
| 84 | Table 14 — Maximum binder drainage, BDmax 5.3.11 Resistance to fuel for application on airfields |
| 85 | Table 15 — Resistance to fuel, maximum loss of mass, Cimax 5.3.12 Resistance to de-icing fluid for application on airfields Table 16 — Minimum retained strength, βmin 5.3.13 Bitumen aggregate affinity for application on airfields |
| 86 | Table 17 — Bitumen aggregate affinity, BAAmax 5.4 Temperature of the mixture Table 18 — Maximum temperature limits of the mixture 5.5 Regulated dangerous substances |
| 87 | 5.6 Conflicting requirements 6 Assessment and verification of constancy of performance — AVCP 7 Identification |
| 89 | 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 |
| 91 | Annex ZA (informative) Relationship of this European Standard with Regulation (EU) No. 305/2011 ZA.1 Scope and relevant characteristics Table ZA.1 — Relevant clauses for Porous Asphalt for use on roads, airfields and other trafficked areas |
| 93 | ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) ZA.3 Assignment of AVCP tasks |
| 94 | Table ZA.3.1 — Assignment of AVCP tasks for Porous Asphalt under system 2+ and subject to reaction to fire under system 1 |
| 95 | Table ZA.3.2 — Assignment of AVCP tasks for Porous Asphalt under system 2+ and subject to reaction to fire under system 3 |
| 96 | Table ZA.3.3 — Assignment of AVCP tasks for Porous Asphalt under system 2+ and subject to reaction to fire under system 4 |
