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BS EN 13108-2:2016 Bituminous mixtures. Material specifications - Asphalt Concrete for Very Thin Layers (BBTM) >
BS EN 13108-2:2016 Bituminous mixtures. Material specifications - Asphalt Concrete for Very Thin Layers (BBTM), 2016
- Contents Page
- European foreword
- Introduction
- 1 Scope
- 2 Normative references
- 3 Terms, definitions, symbols and abbreviations [Go to Page]
- 4 Requirements for constituent materials [Go to Page]
- 5 Requirements for the mixture [Go to Page]
- Table 1 — Overall grading limits of target composition — basic set plus set 1
- Table 2 — Overall grading limits of target composition, basic set plus set 2 [Go to Page]
- Table 3 — Void content, Vg
- Table 4 — Void content, Vi or Vv [Go to Page]
- Table 5 — Minimum water sensitivity, ITSR or i/C [Go to Page]
- Table 6 — Maximum abrasion value, AbrA max [Go to Page]
- Table 7 — Maximum proportional rut depth, Pmax [Go to Page]
- Table 8 — Maximum failure temperature, TSRSTmax [Go to Page]
- Table 9 — Minimum friction after polishing, FAPmin [Go to Page]
- Table 10 — Resistance to fuel, maximum loss of mass, Cimax [Go to Page]
- Table 11 — Minimum retained strength, βmin [Go to Page]
- Table 12 — Maximum Temperature of the mixture [Go to Page]
- 6 Assessment and verification of constancy of performance — AVCP
- 7 Identification
- 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
- 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 Very Thin Layers (BBTM) for use on roads, airfields and other trafficked areas
- ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP)
- ZA.3 Assignment of AVCP tasks
- Table ZA.3.1 — Assignment of AVCP tasks for Asphalt Concrete for Very Thin Layers (BBTM) under system 2+ and subject to reaction to fire under system 1
- Table ZA.3.2 — Assignment of AVCP tasks for Asphalt Concrete for Very Thin Layers (BBTM) under system 2+ and subject to reaction to fire under system 3
- Table ZA.3.3 — Assignment of AVCP tasks for Asphalt Concrete for Very Thin Layers (BBTM) under system 2+ and subject to reaction to fire under system 4 [Go to Page]