BS EN 13108-5:2016 Bituminous mixtures. Material specifications - Stone Mastic Asphalt, 2016
- Contents Page
- European foreword
- Introduction
- 1 Scope
- 2 Normative references
- 3 Terms and 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 — 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 [Go to Page]
- Table 3 — Ranges between maximum and minimum percentage values for the selected grading envelope [Go to Page]
- Table 4 — Void content, Vmin and/or Vmax [Go to Page]
- Table 5 — Minimum voids filled with binder, VFBmin
- Table 6 — Maximum voids filled with binder, VFBmax [Go to Page]
- Table 7 — Minimum voids in mineral aggregate, VMAmin [Go to Page]
- Table 8 — Binder drainage — Maximum drained material, BDmax [Go to Page]
- Table 9 — Minimum Water sensitivity, ITSRmin or i/Cmin [Go to Page]
- Table 10 — Maximum Abrasion value, AbrA max [Go to Page]
- 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
- Table 13 — Small size devicea, procedure B, conditioning in air, maximum proportional rut depth, PRDAIR max
- Table 14 — Small size devicea, procedure B, conditioning in air, maximum rut depth, RDAIRmax [Go to Page]
- Table 15 — Maximum creep rate, fcmax [Go to Page]
- Table 16 — Minimum stiffness, Smin
- Table 17 — Maximum stiffness, Smax [Go to Page]
- Table 18 —Minimum resistance to fatigue, ε6-min [Go to Page]
- Table 19 — Maximum failure temperature, TSRSTmax [Go to Page]
- Table 20 — Minimum fracture toughness, KIc min [Go to Page]
- Table 21 — Minimum friction after polishing, FAPmin [Go to Page]
- Table 22 — Resistance to fuel, maximum loss of mass, Cimax [Go to Page]
- Table 23 — Minimum retained strength, βmin [Go to Page]
- Table 24 — 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 Stone Mastic 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 Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 1
- Table ZA.3.2 — Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 3
- Table ZA.3.3 — Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 4
- Bibliography [Go to Page]