This European Standard specifies requirements for mixtures of the mix group Stone Mastic Asphalt for use on roads, airfields and other trafficked areas. Stone Mastic Asphalt is mainly to be used for surface courses. Stone Mastic Asphalt can also be used for regulating and binder courses. The mixtures of the mix group Stone Mastic Asphalt 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.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 70<\/td>\n | Contents Page <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | 3 Terms and definitions, symbols and abbreviations 3.1 Terms and definitions <\/td>\n<\/tr>\n | ||||||
| 79<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | 4.2.2.2 Surface course with reclaimed asphalt 4.2.2.3 Regulating courses and binder courses with reclaimed asphalt <\/td>\n<\/tr>\n | ||||||
| 81<\/td>\n | 4.3 Aggregates 4.3.1 Coarse aggregates 4.3.2 Fine aggregate 4.3.3 All-in aggregates 4.3.4 Added filler 4.4 Reclaimed asphalt 4.5 Additives <\/td>\n<\/tr>\n | ||||||
| 82<\/td>\n | 5 Requirements for the mixture 5.1 General 5.2 Composition, grading, binder content and additives 5.2.1 Composition 5.2.2 Grading 5.2.2.1 General grading requirements <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | Table 1 \u2014 General grading requirements of target composition \u2014 Basic sieve set plus set 1 Table 2 \u2014 General grading requirements of target composition \u2014 Basic sieve set plus set 2 5.2.2.2 Grading envelope <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | Table 3 \u2014 Ranges between maximum and minimum percentage values for the selected grading envelope 5.2.3 Minimum binder content <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | 5.3 Properties 5.3.1 Specimens 5.3.2 Void content requirements 5.3.2.1 Void content <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | Table 4 \u2014 Void content, Vmin and\/or Vmax 5.3.2.2 Voids filled with binder <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | Table 5 \u2014 Minimum voids filled with binder, VFBmin <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | Table 6 \u2014 Maximum voids filled with binder, VFBmax 5.3.2.3 Voids in mineral aggregate <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | Table 7 \u2014 Minimum voids in mineral aggregate, VMAmin 5.3.3 Binder drainage Table 8 \u2014 Binder drainage \u2014 Maximum drained material, BDmax 5.3.4 Water sensitivity <\/td>\n<\/tr>\n | ||||||
| 90<\/td>\n | Table 9 \u2014 Minimum Water sensitivity, ITSRmin or i\/Cmin 5.3.5 Resistance to abrasion by studded tyres <\/td>\n<\/tr>\n | ||||||
| 91<\/td>\n | Table 10 \u2014 Maximum Abrasion value, AbrA max 5.3.6 Resistance to permanent deformation 5.3.6.1 Resistance to permanent deformation by wheel-tracking test <\/td>\n<\/tr>\n | ||||||
| 92<\/td>\n | Table 11 \u2014 Large size devicea, maximum proportional rut depth, Pmax Table 12 \u2014 Small size devicea, procedure B, conditioning in air, maximum wheel tracking slope, WTSAIR max <\/td>\n<\/tr>\n | ||||||
| 93<\/td>\n | Table 13 \u2014 Small size devicea, procedure B, conditioning in air, maximum proportional rut depth, PRDAIR max <\/td>\n<\/tr>\n | ||||||
| 94<\/td>\n | Table 14 \u2014 Small size devicea, procedure B, conditioning in air, maximum rut depth, RDAIRmax 5.3.6.2 Resistance to permanent deformation by means of tri-axial compression testing <\/td>\n<\/tr>\n | ||||||
| 95<\/td>\n | Table 15 \u2014 Maximum creep rate, fcmax 5.3.7 Stiffness <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | Table 16 \u2014 Minimum stiffness, Smin Table 17 \u2014 Maximum stiffness, Smax <\/td>\n<\/tr>\n | ||||||
| 97<\/td>\n | 5.3.8 Resistance to fatigue Table 18 \u2014Minimum resistance to fatigue, \u03b56-min 5.3.9 Low temperature properties <\/td>\n<\/tr>\n | ||||||
| 98<\/td>\n | Table 19 \u2014 Maximum failure temperature, TSRSTmax 5.3.10 Fracture toughness <\/td>\n<\/tr>\n | ||||||
| 99<\/td>\n | Table 20 \u2014 Minimum fracture toughness, KIc min 5.3.11 Friction after polishing <\/td>\n<\/tr>\n | ||||||
| 100<\/td>\n | Table 21 \u2014 Minimum friction after polishing, FAPmin 5.3.12 Coating and homogeneity 5.3.13 Reaction to fire 5.3.14 Resistance to fuel for application on airfields <\/td>\n<\/tr>\n | ||||||
| 101<\/td>\n | Table 22 \u2014 Resistance to fuel, maximum loss of mass, Cimax 5.3.15 Resistance to de-icing fluid for application on airfields Table 23 \u2014 Minimum retained strength, \u03b2min <\/td>\n<\/tr>\n | ||||||
| 102<\/td>\n | 5.4 Temperature of the mixture Table 24 \u2014 Maximum temperature of the mixture 5.5 Regulated dangerous substances 5.6 Conflicting requirements <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | 6 Assessment and verification of constancy of performance \u2014 AVCP 7 Identification <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | 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 <\/td>\n<\/tr>\n | ||||||
| 107<\/td>\n | Annex ZA (informative) Relationship of this European Standard with Regulation (EU) No. 305\/2011 ZA.1 Scope and relevant characteristics Table ZA.1 \u2014 Relevant clauses for Stone Mastic Asphalt for use on roads, airfields and other trafficked areas <\/td>\n<\/tr>\n | ||||||
| 109<\/td>\n | ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) ZA.3 Assignment of AVCP tasks <\/td>\n<\/tr>\n | ||||||
| 110<\/td>\n | Table ZA.3.1 \u2014 Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 1 <\/td>\n<\/tr>\n | ||||||
| 111<\/td>\n | Table ZA.3.2 \u2014 Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 3 <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | Table ZA.3.3 \u2014 Assignment of AVCP tasks for Stone Mastic Asphalt under system 2+ and subject to reaction to fire under system 4 <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Bituminous mixtures. Material specifications – Stone Mastic Asphalt<\/b><\/p>\n |