EN 13108-3:2006

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bituminous mixtures - Material specifications - Part 3: Soft AsphaltBitumenske zmesi - Specifikacije materialov - 3. del: Zelo mehak asfaltMélanges bitumineux - Spécifications des matériaux - Partie 3 : Bétons bitumineux souplesAsphaltmischgut - Mischgutanforderungen - Teil 3: SoftasphaltTa slovenski standard je istoveten z:EN 13108-3:2006SIST EN 13108-3:2006en93.080.20ICS:SLOVENSKI
STANDARDSIST EN 13108-3:200601-julij-2006

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13108-3May 2006ICS 93.080.20 English VersionBituminous mixtures - Material specifications - Part 3: SoftAsphaltMélanges bitumineux - Spécifications des matériaux -Partie 3: Enrobés bitumineux mousAsphaltmischgut - Mischgutanforderungen - Teil 3:SoftasphaltThis 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 13108-3:2006: E

Calculations of the penetration, the softening point or the viscosity of the binder of a mixture when reclaimed asphalt is used.21 A.1 General.21 A.2 Calculation of the penetration of the binder of a mixture.21 A.3 Calculation of the softening point of the binder of a mixture.21 A.4 Calculation of the viscosity of the binder of a mixture.22 Annex ZA (informative)
Clauses of this European Standard addressing the provisions of the EU Construction Product directive.23 ZA.1 Scope and relevant characteristics.23 ZA.2 Procedure(s) for attestation of conformity of Soft Asphalt.25 ZA.3 CE marking and labelling.28

Table 1b — Composition of Soft Asphalt (SA), Type A — basic sieve set plus set 2 Dd/o 4d 6d 8d 10d 14d 6o 8o 10o 14o Sieve mm Passing sieve of total aggregate % by mass 20     100    100 14    100 90-100   100 90 to 100 10   100 90 to 100≤ 85  100 90 to 100 ≤ 90 8  100 90 to 100 ≤ 85  100 90 to 100≤ 90  6,3 100 90 to 100 ≤ 85   90 to 10035 to 60 30 to 50 25 to 45 4 90 to 100 ≤ 85        2  50 to 65 40 to 55 30 to 45 25 to 38 ≤ 40 18 to 35 15 to 30 ≤ 25 1 ≤ 85         0,5  20 to 40 20 to 35 15 to 30 10 to 25     0,063 7,0 to 25,0 6,0 to 14,0 5,0 to 12,0 4,0 to 12,03,0 to 12,02,0 to 12,02,0 to 12,02,0 to 12,0 2,0 to 12,0Bitumen grade Binder content of total mixture % by mass 650/900 500/650 330/430 250/330 ≥ 6,0 ≥ 5,5 ≥ 5,0 ≥ 4,4 ≥ 4,0 ≥ 4,8 ≥ 4,8 ≥ 4,8 ≥ 4,8

Table 2b — Composition of Soft Asphalt (SA), Type B — basic sieve set plus set 2 Dd/o 10d 14d 10o 14o Sieve mm Passing sieve of total aggregate % by mass 20  100  100 14 100 90 to 100 100 90 to 100 10 85 to 99 69 to 91 85 to 99 69 to 88 8 67 to 85 55 to 80 65 to 83 53 to 75 6,3 56 to 75  56 to 75  2 34 to 54 28 to 47 35,0 to 54 23 to 42 0,5 16 to 34 12 to 27 17 to 30 11 to 22 0,063 4,0 to 8,0 3,0 to 7,0 4,0 to 7,0 3,0 to 6,0 Bitumen grade Binder content of total mixture % by mass V 1500   V 3000   3,3 to 3,7 3,1 to 3,6 650/900   500/650   3
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