BS EN 13108-1:2016 – TC:2020 Edition
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Tracked Changes. Bituminous mixtures. Material specifications – Asphalt Concrete
| Published By | Publication Date | Number of Pages |
| BSI | 2020 | 132 |
This European Standard specifies requirements for mixtures of the mix group Asphalt Concrete for use on roads, airfields and other trafficked areas. Asphalt Concrete is used for surface courses, binder courses, regulating courses, and bases. The mixtures of the mix group Asphalt Concrete 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 |
|---|---|
| 84 | Contents Page |
| 86 | European foreword |
| 88 | Introduction |
| 89 | 1 Scope 2 Normative references |
| 90 | 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions |
| 93 | 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 |
| 94 | 4.2.2.2 Surface courses with reclaimed asphalt 4.2.2.3 Regulating courses, binder courses and bases with reclaimed asphalt |
| 95 | 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 |
| 96 | 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 |
| 97 | 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 |
| 98 | Table 3 — Ranges between maximum and minimum percentage values for the selected grading envelope 5.2.3 Minimum binder content |
| 99 | 5.3 Properties 5.3.1 Specimens 5.3.2 Void content requirements 5.3.2.1 Void content |
| 100 | Table 4 — Void content, Vmin and/or Vmax 5.3.2.2 Voids filled with binder |
| 101 | Table 5 — Minimum voids filled with binder, VFBmin |
| 102 | Table 6 — Maximum voids filled with binder, VFBmax 5.3.2.3 Voids in mineral aggregate |
| 103 | Table 7 — Minimum voids in mineral aggregate, VMAmin 5.3.2.4 Void content at 10 gyrations Table 8 — Minimum void content at 10 gyrations, V10Gmin 5.3.3 Water sensitivity |
| 104 | Table 9 — Minimum water sensitivity, ITSRmin or i/Cmin 5.3.4 Resistance to abrasion by studded tyres Table 10 — Maximum abrasion value, AbrA max |
| 105 | 5.3.5 Resistance to permanent deformation 5.3.5.1 Permanent deformation by wheel-tracking test Table 11 — Large size devicea, maximum proportional rut depth, Pmax |
| 106 | Table 12 — Small size devicea, procedure B, conditioning in air, maximum wheel tracking slope, WTSAIR max |
| 107 | Table 13 — Small size devicea, procedure B, conditioning in air, maximum proportional rut depth, PRDAIR max |
| 108 | Table 14 — Small size devicea, procedure B, conditioning in air, maximum rut depth, RDAIR max 5.3.5.2 Resistance to permanent deformation in tri-axial compression test |
| 109 | Table 15 — Maximum creep rate, fc max 5.3.6 Stiffness |
| 110 | Table 16 — Minimum stiffness, Smin Table 17 — Maximum stiffness, Smax |
| 111 | 5.3.7 Resistance to fatigue Table 18 — Minimum resistance to fatigue, ε6-min |
| 112 | Table 19 — Resistance to fatigue, Nmacro min 5.3.8 Saturation Ageing Tensile Stiffness conditioning test (Mixture SATS Durability Index) Table 20 — Mixture SATS Durability Index, MDImin 5.3.9 Low temperature properties |
| 113 | Table 21 — Maximum failure temperature, TSRSTmax 5.3.10 Fracture toughness |
| 114 | Table 22 — Minimum fracture toughness, KIc min 5.3.11 Friction after polishing |
| 115 | Table 23 — Minimum friction after polishing, FAPmin 5.3.12 Coating and homogeneity 5.3.13 Reaction to fire 5.3.14 Marshall values for application on airfields |
| 116 | Table 24 — Minimum Marshall Stability, MSmin Table 25 — Maximum Marshall Stability, MSmax |
| 117 | Table 26 — Marshall Flow, F Table 27 — Minimum Marshall Quotient, Qmin 5.3.15 Resistance to fuel for application on airfields |
| 118 | Table 28 — Resistance to fuel, maximum loss of mass, Cimax 5.3.16 Resistance to de-icing fluid for application on airfields Table 29 — Minimum retained strength, βmin |
| 119 | 5.4 Temperature of the mixture Table 30 — Maximum temperature of the mixture 5.5 Regulated dangerous substances 5.6 Conflicting requirements |
| 120 | 6 Assessment and verification of constancy of performance — AVCP 7 Identification |
| 122 | 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 |
| 124 | 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 Asphalt Concrete for use on roads, airfields and other trafficked areas |
| 127 | ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) ZA.3 Assignment of AVCP tasks |
| 128 | Table ZA.3.1 — Assignment of AVCP tasks for Asphalt Concrete under system 2+ and subject to reaction to fire under system 1 |
| 129 | Table ZA.3.2 — Assignment of AVCP tasks for Asphalt Concrete under system 2+ and subject to reaction to fire under system 3 |
| 130 | Table ZA.3.3 — Assignment of AVCP tasks for Asphalt Concrete under system 2+ and subject to reaction to fire under system 4 |
