{"id":214347,"date":"2024-10-19T13:53:28","date_gmt":"2024-10-19T13:53:28","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-13108-12016\/"},"modified":"2024-10-25T06:51:44","modified_gmt":"2024-10-25T06:51:44","slug":"bs-en-13108-12016","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-13108-12016\/","title":{"rendered":"BS EN 13108-1:2016"},"content":{"rendered":"

This European Standard specifies requirements for mixtures of the mix group Asphalt Concrete for use on roads, airfields and other trafficked areas. Asphalt Concrete is used for surface courses , binder courses , regulating courses , and bases.<\/p>\n

The mixtures of the mix group Asphalt Concrete are produced on the basis of hot bitumen. Mixtures utilizing bitumen emulsion and bituminous materials based on in situ<\/i> recycling are not covered by this standard.<\/p>\n

This European Standard includes requirements for the selection of the constituent materials. It is designed to be read in conjunction with EN 13108\u201120<\/span> <\/span> and EN 13108\u201121<\/span> <\/span> .<\/p>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
4<\/td>\nContents Page <\/td>\n<\/tr>\n
6<\/td>\nEuropean foreword <\/td>\n<\/tr>\n
8<\/td>\nIntroduction <\/td>\n<\/tr>\n
9<\/td>\n1 Scope
2 Normative references <\/td>\n<\/tr>\n
10<\/td>\n3 Terms, definitions, symbols and abbreviations
3.1 Terms and definitions <\/td>\n<\/tr>\n
13<\/td>\n3.2 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
14<\/td>\n4.2.2.2 Surface courses with reclaimed asphalt
4.2.2.3 Regulating courses, binder courses and bases with reclaimed asphalt <\/td>\n<\/tr>\n
15<\/td>\n4.3 Aggregates
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 <\/td>\n<\/tr>\n
16<\/td>\n5 Requirements for the mixture
5.1 General
5.2 Composition, grading, binder content
5.2.1 Composition
5.2.2 Grading
5.2.2.1 General grading requirements <\/td>\n<\/tr>\n
17<\/td>\nTable 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
18<\/td>\nTable 3 \u2014 Ranges between maximum and minimum percentage values for the selected grading envelope
5.2.3 Minimum binder content <\/td>\n<\/tr>\n
19<\/td>\n5.3 Properties
5.3.1 Specimens
5.3.2 Void content requirements
5.3.2.1 Void content <\/td>\n<\/tr>\n
20<\/td>\nTable 4 \u2014 Void content, Vmin and\/or Vmax
5.3.2.2 Voids filled with binder <\/td>\n<\/tr>\n
21<\/td>\nTable 5 \u2014 Minimum voids filled with binder, VFBmin <\/td>\n<\/tr>\n
22<\/td>\nTable 6 \u2014 Maximum voids filled with binder, VFBmax
5.3.2.3 Voids in mineral aggregate <\/td>\n<\/tr>\n
23<\/td>\nTable 7 \u2014 Minimum voids in mineral aggregate, VMAmin
5.3.2.4 Void content at 10 gyrations
Table 8 \u2014 Minimum void content at 10 gyrations, V10Gmin
5.3.3 Water sensitivity <\/td>\n<\/tr>\n
24<\/td>\nTable 9 \u2014 Minimum water sensitivity, ITSRmin or i\/Cmin
5.3.4 Resistance to abrasion by studded tyres
Table 10 \u2014 Maximum abrasion value, AbrA max <\/td>\n<\/tr>\n
25<\/td>\n5.3.5 Resistance to permanent deformation
5.3.5.1 Permanent deformation by wheel-tracking test
Table 11 \u2014 Large size devicea, maximum proportional rut depth, Pmax <\/td>\n<\/tr>\n
26<\/td>\nTable 12 \u2014 Small size devicea, procedure B, conditioning in air, maximum wheel tracking slope, WTSAIR max <\/td>\n<\/tr>\n
27<\/td>\nTable 13 \u2014 Small size devicea, procedure B, conditioning in air, maximum proportional rut depth, PRDAIR max <\/td>\n<\/tr>\n
28<\/td>\nTable 14 \u2014 Small size devicea, procedure B, conditioning in air, maximum rut depth, RDAIR max
5.3.5.2 Resistance to permanent deformation in tri-axial compression test <\/td>\n<\/tr>\n
29<\/td>\nTable 15 \u2014 Maximum creep rate, fc max
5.3.6 Stiffness <\/td>\n<\/tr>\n
30<\/td>\nTable 16 \u2014 Minimum stiffness, Smin
Table 17 \u2014 Maximum stiffness, Smax <\/td>\n<\/tr>\n
31<\/td>\n5.3.7 Resistance to fatigue
Table 18 \u2014 Minimum resistance to fatigue, \u03b56-min <\/td>\n<\/tr>\n
32<\/td>\nTable 19 \u2014 Resistance to fatigue, Nmacro min
5.3.8 Saturation Ageing Tensile Stiffness conditioning test (Mixture SATS Durability Index)
Table 20 \u2014 Mixture SATS Durability Index, MDImin
5.3.9 Low temperature properties <\/td>\n<\/tr>\n
33<\/td>\nTable 21 \u2014 Maximum failure temperature, TSRSTmax
5.3.10 Fracture toughness <\/td>\n<\/tr>\n
34<\/td>\nTable 22 \u2014 Minimum fracture toughness, KIc min
5.3.11 Friction after polishing <\/td>\n<\/tr>\n
35<\/td>\nTable 23 \u2014 Minimum friction after polishing, FAPmin
5.3.12 Coating and homogeneity
5.3.13 Reaction to fire
5.3.14 Marshall values for application on airfields <\/td>\n<\/tr>\n
36<\/td>\nTable 24 \u2014 Minimum Marshall Stability, MSmin
Table 25 \u2014 Maximum Marshall Stability, MSmax <\/td>\n<\/tr>\n
37<\/td>\nTable 26 \u2014 Marshall Flow, F
Table 27 \u2014 Minimum Marshall Quotient, Qmin
5.3.15 Resistance to fuel for application on airfields <\/td>\n<\/tr>\n
38<\/td>\nTable 28 \u2014 Resistance to fuel, maximum loss of mass, Cimax
5.3.16 Resistance to de-icing fluid for application on airfields
Table 29 \u2014 Minimum retained strength, \u03b2min <\/td>\n<\/tr>\n
39<\/td>\n5.4 Temperature of the mixture
Table 30 \u2014 Maximum temperature of the mixture
5.5 Regulated dangerous substances
5.6 Conflicting requirements <\/td>\n<\/tr>\n
40<\/td>\n6 Assessment and verification of constancy of performance \u2014 AVCP
7 Identification <\/td>\n<\/tr>\n
42<\/td>\nAnnex 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
44<\/td>\nAnnex 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 Asphalt Concrete for use on roads, airfields and other trafficked areas <\/td>\n<\/tr>\n
47<\/td>\nZA.2 System of Assessment and Verification of Constancy of Performance (AVCP)
ZA.3 Assignment of AVCP tasks <\/td>\n<\/tr>\n
48<\/td>\nTable ZA.3.1 \u2014 Assignment of AVCP tasks for Asphalt Concrete under system 2+ and subject to reaction to fire under system 1 <\/td>\n<\/tr>\n
49<\/td>\nTable ZA.3.2 \u2014 Assignment of AVCP tasks for Asphalt Concrete under system 2+ and subject to reaction to fire under system 3 <\/td>\n<\/tr>\n
50<\/td>\nTable ZA.3.3 \u2014 Assignment of AVCP tasks for Asphalt Concrete under system 2+ and subject to reaction to fire under system 4 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Bituminous mixtures. Material specifications – Asphalt Concrete<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
BSI<\/b><\/a><\/td>\n2016<\/td>\n52<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":214352,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1301,2641],"product_tag":[],"class_list":{"0":"post-214347","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-93-080-20","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/214347","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/214352"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=214347"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=214347"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=214347"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}