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BS EN 13108-6:2016 Bituminous mixtures. Material specifications - Mastic Asphalt, 2016
- Contents Page
- European foreword
- Introduction
- 1 Scope
- 2 Normative references
- 3 Terms and definitions, symbols and abbreviations [Go to Page]
- 3.1 Terms and definitions
- 3.2 Symbols and abbreviations
- 4 Requirements for constituent materials [Go to Page]
- 4.1 General
- 4.2 Binder [Go to Page]
- 4.2.1 General
- 4.2.2 Selection of Binder
- 4.2.3 Mixes with reclaimed asphalt
- 4.3 Aggregates [Go to Page]
- 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
- 5 Requirements for the mixture [Go to Page]
- 5.1 General
- 5.2 Composition, grading, binder content [Go to Page]
- 5.2.1 Composition
- 5.2.2 Grading
- 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
- Table 3 — Ranges between maximum and minimum percentage values for the selected grading envelope [Go to Page]
- 5.2.3 Minimum binder content
- 5.3 Properties [Go to Page]
- 5.3.1 Specimens
- 5.3.2 Indentation and resistance to permanent deformation
- Table 4 — Indentation, Imin or Imax
- Table 5 — Maximum increase of indentation after 30 min, Incmax
- Table 6 — Maximum cumulative deformation after 2 500 load cycles, U2500, max
- Table 7 — Maximum cumulative deformation after 5 000 load cycles, U5000max [Go to Page]
- 5.3.3 Low temperature properties
- Table 8 — Maximum failure temperature, TSRSTmax [Go to Page]
- 5.3.4 Coating and homogeneity
- 5.3.5 Reaction to fire
- 5.3.6 Resistance to fuel for application on airfields
- Table 9 — Resistance to fuel, maximum loss of mass, Cimax [Go to Page]
- 5.3.7 Resistance to de-icing fluid for application on airfields
- Table 10 — Minimum retained strength, βmin [Go to Page]
- 5.4 Temperature of the mixture
- 5.5 Regulated dangerous substances
- 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 Mastic Asphalt for use on roads and other trafficked areas
- 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
- Table ZA.3.2 — Assignment of AVCP tasks for Mastic Asphalt under system 2+ and subject to reaction to fire under system 3
- Table ZA.3.3 — Assignment of AVCP tasks for Mastic Asphalt under system 2+ and subject to reaction to fire under system 4
- Bibliography [Go to Page]