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BS EN 13108-7:2016 Bituminous mixtures. Material specifications - Porous 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 [Go to Page]
- 4.2.2.1 General
- 4.2.2.2 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 [Go to Page]
- 5.2.2.1 General grading requirements
- Table 1 — General grading requirements of target composition [Go to Page]
- 5.2.2.2 Grading envelope
- Table 2 — 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 Drainage capacity [Go to Page]
- 5.3.2.1 General
- 5.3.2.2 Void content
- Table 3 — Void content, Vmin and/or Vmax [Go to Page]
- 5.3.2.3 Permeability
- Table 4 — Minimum horizontal permeability, Khmin
- Table 5 — Minimum vertical permeability, Kvmin [Go to Page]
- 5.3.3 Resistance to permanent deformation [Go to Page]
- 5.3.3.1 Resistance to permanent deformation by wheel-tracking test
- Table 6 — Large size devicea, maximum proportional rut depth, Pmax
- Table 7 — Small size devicea procedure B conditioning in air, maximum wheel tracking slope, WTSAIRmax
- Table 8 — Small size devicea procedure B, conditioning in air, maximum proportional rut depth, PRDAIRmax [Go to Page]
- 5.3.3.2 Resistance to permanent deformation in tri-axial compression test
- Table 9 — Maximum creep rate, fcmax [Go to Page]
- 5.3.4 Water sensitivity
- Table 10 — Minimum water sensitivity, ITSRmin or i/Cmin [Go to Page]
- 5.3.5 Particle loss
- Table 11 — Maximum particle loss, PLmax [Go to Page]
- 5.3.6 Low temperature properties
- Table 12 — Maximum failure temperature, TSRSTmax [Go to Page]
- 5.3.7 Friction after polishing
- Table 13 — Minimum friction after polishing, FAPmin [Go to Page]
- 5.3.8 Coating and homogeneity
- 5.3.9 Reaction to fire
- 5.3.10 Binder drainage
- Table 14 — Maximum binder drainage, BDmax [Go to Page]
- 5.3.11 Resistance to fuel for application on airfields
- Table 15 — Resistance to fuel, maximum loss of mass, Cimax [Go to Page]
- 5.3.12 Resistance to de-icing fluid for application on airfields
- Table 16 — Minimum retained strength, βmin [Go to Page]
- 5.3.13 Bitumen aggregate affinity for application on airfields
- Table 17 — Bitumen aggregate affinity, BAAmax [Go to Page]
- 5.4 Temperature of the mixture
- Table 18 — Maximum temperature limits of the mixture [Go to Page]
- 5.5 Regulated dangerous substances
- 5.6 Conflicting requirements
- 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 Porous Asphalt 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 Porous Asphalt under system 2+ and subject to reaction to fire under system 1
- Table ZA.3.2 — Assignment of AVCP tasks for Porous Asphalt under system 2+ and subject to reaction to fire under system 3
- Table ZA.3.3 — Assignment of AVCP tasks for Porous Asphalt under system 2+ and subject to reaction to fire under system 4 [Go to Page]