BS EN 13108-5:2016 – TC:2020 Edition
$246.62
Tracked Changes. Bituminous mixtures. Material specifications – Stone Mastic Asphalt
| Published By | Publication Date | Number of Pages |
| BSI | 2020 | 116 |
This European Standard specifies requirements for mixtures of the mix group Stone Mastic Asphalt for use on roads, airfields and other trafficked areas. Stone Mastic Asphalt is mainly to be used for surface courses. Stone Mastic Asphalt can also be used for regulating and binder courses. The mixtures of the mix group Stone 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 |
|---|---|
| 70 | Contents Page |
| 72 | European foreword |
| 74 | Introduction |
| 75 | 1 Scope 2 Normative references |
| 76 | 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions |
| 79 | 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 4.2.2.1 General |
| 80 | 4.2.2.2 Surface course with reclaimed asphalt 4.2.2.3 Regulating courses and binder courses with reclaimed asphalt |
| 81 | 4.3 Aggregates 4.3.1 Coarse aggregates 4.3.2 Fine aggregate 4.3.3 All-in aggregates 4.3.4 Added filler 4.4 Reclaimed asphalt 4.5 Additives |
| 82 | 5 Requirements for the mixture 5.1 General 5.2 Composition, grading, binder content and additives 5.2.1 Composition 5.2.2 Grading 5.2.2.1 General grading requirements |
| 83 | 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 5.2.2.2 Grading envelope |
| 84 | Table 3 — Ranges between maximum and minimum percentage values for the selected grading envelope 5.2.3 Minimum binder content |
| 85 | 5.3 Properties 5.3.1 Specimens 5.3.2 Void content requirements 5.3.2.1 Void content |
| 86 | Table 4 — Void content, Vmin and/or Vmax 5.3.2.2 Voids filled with binder |
| 87 | Table 5 — Minimum voids filled with binder, VFBmin |
| 88 | Table 6 — Maximum voids filled with binder, VFBmax 5.3.2.3 Voids in mineral aggregate |
| 89 | Table 7 — Minimum voids in mineral aggregate, VMAmin 5.3.3 Binder drainage Table 8 — Binder drainage — Maximum drained material, BDmax 5.3.4 Water sensitivity |
| 90 | Table 9 — Minimum Water sensitivity, ITSRmin or i/Cmin 5.3.5 Resistance to abrasion by studded tyres |
| 91 | Table 10 — Maximum Abrasion value, AbrA max 5.3.6 Resistance to permanent deformation 5.3.6.1 Resistance to permanent deformation by wheel-tracking test |
| 92 | Table 11 — Large size devicea, maximum proportional rut depth, Pmax Table 12 — Small size devicea, procedure B, conditioning in air, maximum wheel tracking slope, WTSAIR max |
| 93 | Table 13 — Small size devicea, procedure B, conditioning in air, maximum proportional rut depth, PRDAIR max |
| 94 | Table 14 — Small size devicea, procedure B, conditioning in air, maximum rut depth, RDAIRmax 5.3.6.2 Resistance to permanent deformation by means of tri-axial compression testing |
| 95 | Table 15 — Maximum creep rate, fcmax 5.3.7 Stiffness |
| 96 | Table 16 — Minimum stiffness, Smin Table 17 — Maximum stiffness, Smax |
| 97 | 5.3.8 Resistance to fatigue Table 18 —Minimum resistance to fatigue, ε6-min 5.3.9 Low temperature properties |
| 98 | Table 19 — Maximum failure temperature, TSRSTmax 5.3.10 Fracture toughness |
| 99 | Table 20 — Minimum fracture toughness, KIc min 5.3.11 Friction after polishing |
| 100 | Table 21 — Minimum friction after polishing, FAPmin 5.3.12 Coating and homogeneity 5.3.13 Reaction to fire 5.3.14 Resistance to fuel for application on airfields |
| 101 | Table 22 — Resistance to fuel, maximum loss of mass, Cimax 5.3.15 Resistance to de-icing fluid for application on airfields Table 23 — Minimum retained strength, βmin |
| 102 | 5.4 Temperature of the mixture Table 24 — Maximum temperature of the mixture 5.5 Regulated dangerous substances 5.6 Conflicting requirements |
| 103 | 6 Assessment and verification of constancy of performance — AVCP 7 Identification |
| 105 | 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 |
| 107 | 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 Stone Mastic Asphalt for use on roads, airfields and other trafficked areas |
| 109 | ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) ZA.3 Assignment of AVCP tasks |
| 110 | Table ZA.3.1 — Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 1 |
| 111 | Table ZA.3.2 — Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 3 |
| 112 | Table ZA.3.3 — Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 4 |
| 113 | Bibliography |
