EN 13108-4:2006

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bituminous mixtures - Material specifications - Part 4: Hot Rolled AsphaltMélanges bitumineux - Spécifications des matériaux - Partie 4: Hot rolled asphaltAsphaltmischgut - Mischgutanforderungen - Teil 4: Hot Rolled AsphaltTa slovenski standard je istoveten z:EN 13108-4:2006SIST EN 13108-4:2006en93.080.20ICS:SLOVENSKI
STANDARDSIST EN 13108-4:200601-julij-2006

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13108-4May 2006ICS 93.080.20 English VersionBituminous mixtures - Material specifications - Part 4: Hot RolledAsphaltMélanges bitumineux - Spécifications des matériaux -Partie 4: Hot Rolled AsphaltAsphaltmischgut - Mischgutanforderungen - Teil 4: HotRolled AsphaltThis European Standard was approved by CEN on 12 October 2005.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2006 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13108-4:2006: E

Calculations of the penetration or the softening point of the binder of a mixture when reclaimed asphalt is used.24 A.1 General.24 A.2 Calculation of the penetration of the binder of a mixture.24 A.3 Calculation of the softening point of the binder of a mixture.24 Annex B (normative)
Natural asphalt.26 B.1 Scope.26

Coated chippings for application to surface course.28 C.1 Scope.28 C.2 Chippings.28 C.3 Binder content.28 C.4 Evaluation of conformity.28 C.5 Identification.28 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Product directive.29 ZA.1 Scope and relevant characteristics.29 ZA.2 Procedure(s) for attestation of conformity of Hot Rolled Asphalt.31 ZA.3 CE marking and labelling.34 Bibliography.37

Fine aggregate shall conform to EN 13043 as appropriate for the intended use. For fundamentally specified mixtures the angularity shall not be selected. 4.3.3 All-in aggregates All-in aggregate shall conform to EN 13043 as appropriate for the intended use. 4.3.4 Added filler Filler aggregate shall conform to EN 13043 as appropriate for the intended use. The amount of added filler shall be as specified. NOTE 1 Filler includes materials as cement and hydrated lime. NOTE 2 The expression “as appropriate for the intended use” in 4.3.1 to 4.3.4 means that the selection of the requirements and the particular category depends on a number of conditions. These conditions will include traffic density, climatic conditions, the construction of the course in which the mixture will be used, and economic considerations. 4.4 Reclaimed asphalt The use and the amount of reclaimed asphalt and the mix group from which the reclaimed asphalt has been or will be derived shall be as specified. The properties of reclaimed asphalt declared in accordance with EN 13108-8 shall conform to the specified requirements appropriate to the intended use. NOTE The expression “appropriate to the intended use” means that the selection of the requirements and the particular category depends on a number of conditions. These conditions will include traffic density, climatic conditions, the construction of the course in which the mixture will be used, and economic considerations.

Declaration of the target composition The mix formulation shall be declared and documented. At the target composition the mixture shall conform to the selected requirements. When using reclaimed asphalt from mixtures in which a modified bitumen and/or a modifier additive has been used, and/or the mixture itself contains a modified bitumen or a modifier, the amount of reclaimed asphalt shall not, unless otherwise agreed between client and manufacturer, for surface courses exceed 10 % by mass of the total mixture and for regulating courses, binder courses and base courses exceed 20 % by mass of the total mixture. Any agreement made between client and manufacturer must not be in conflict with national regulatory requirements. 5.2 Composition, grading and binder content 5.2.1 Composition At the target composition the grading shall conform to 5.2.2. At the target composition the binder content shall conform to 5.2.3. At the target composition the binder volume shall conform to 5.2.4. At the target composition the additive content shall conform to 5.2.5. The grading shall be expressed in percentages by mass of total aggregate. The binder and additive content shall be expressed in percentages by mass of total mixture. The percentages passing the sieves, with exception of the sieve 0,063 mm shall be expressed to 1 %, the binder content, the percentage passing sieve 0,063 and any additive content shall be expressed to 0,1 %.

A combination of sieve sizes from set 1 and set 2 shall not be permissible. D and the sieves between D and 2 mm shall be selected from the following sieves:  basic sieve set plus set 1: 4 mm; 5,6 mm; 8 mm; 11,2 mm; 16 mm; 22,4 mm, 31,5 mm;  basic sieve set plus set 2: 4 mm; 6,3 mm; 8 mm; 10 mm; 12,5 mm; 14 mm; 16 mm; 20 mm, 31,5 mm. The optional fine sieve shall be selected from the following sieves: 1 mm; 0,5 mm; 0,25 mm and 0,125 mm. Tables 1, 2, 3 and 4 specify the grading envelopes for Hot Rolled Asphalt. The target composition of the mix shall be within this grading envelope. Table 1 — Grading of target composition for base and binder course mixtures — basic sieve set plus set 1 D 50/11 50/16 50/22 60/22 60/32 Sieve Passing sieve % by mass 45 — — — — 100 31,5 — — 100 100 97 22 — 100 95 97 59 to 71 16 100 95 74 to 91 39 to 56 39 to 56 11 95 76 to 93 44 to 66 — — 2 35 to 45 35 to 45 35 to 45 32 32 0,5 17 to 45 17 to 45 18 to 44 13 to 32 13 to 32 0,25 10 to 27 10 to 27 11 to 26 9 to 21 9 to 21 0,063 5,5 5,5 4,5 4,0 4,0

D 50/10 50/14 50/20 60/20 60/32 Sieve Passing sieve % by mass 40 — — — —
100 (1.4 D) 31,5 — —
100 (1.4 D)
100 (1.4 D)
99 to 100 (D)20 —
100 (1.4 D)
99 to100 (D) 99 to100 (D)
59 to 71 (OCS) 14
100 (1.4 D)
98 to 100 (D) 74 to 91 (CCS) 39 to 56a (CCS)
39 to 56 (CCS) 10 (D) 98 to 100 (D)
72 to 93 (CCS)
44 to 66 (OCS) — — 2b 40 to 50 40 to 50 40 to 50 37 37 0,5 (CFS) 17 to 51 17 to 51 18 to50 13 to 39 13 to 39 0,25 (OFS) 14 to 31 14 to 31 15 to 30 10 to 25 10 to 25 0,063 3 to 6 3 to 6 4 to 5 4,0 4,0 a The upper compliance value of 65 (target + FPC) can be extended to 85 where evidence is available that the mixture so produced is suitable. To ensure the consistency of the finish of the laid mixture, supplies from any once source should be controlled within the requirements of FPC to the chosen upper target value. b For mixtures containing rock fine aggregate, and in some instances sands or blends of sane and crushed rock fines, the minimum binder content given may be reduced by up to 0.5 %, where experience shows this to be advisable to avoid an over-rich mixture.
Alternatively, a reduction in the target passing 2 mm of up to 5 % can be permitted.
Table 3 — Grading of target composition for surface course mixtures – basic set plus set 1 D 0/4 F 0/4C 15/11F 30/11F 55/11F 55/11C 30/16F 30/16C 35/16F 35/16C 55/16F 55/16C Sieve Passing sieve
% by mass 22 — — — — — — 100 100 100 100 100 100 16 — — 100 100 100 100 95 95 95 95 97 97 11 — — 100 95 97 97 67 to 83 67 to 83 62 to 81 62 to 81 42 to 63 42 to 63 8 100 100 82 to 88 67 to 83 42 to 63 42 to 63 — — — — — — 2 90 to 100 95 to100 81 65 41 38 65 65 61 56 41 38 0,5 85 to 90 40 to 55 59 to 81 48 to 65 29 to 41 19 to 31 48 to 65 29 to 41 44 to 61 24 to 41 29 to 43 19 to 31 0,25 40 to 75 30 to 40 29 to 71 22 to 58 9 to 31 9 to 31 22 to 58 24 to 36 19 to 51 19 to 31 9 to 31 9 to 31 0,063 14,0 14,0 12,0 9,0 to 11,0 6,0 6,0 9,0 9,0 8,0 8,0 6,0 6,0

% by mass 20 — — — — — — —
100 (1,
...