SIST EN 13108-4:2006/AC:2008

Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt

20070228 - Pending TC response - Problems with corr. content
TC Technical corrections in Tables 2 and 4, 5.11, Table ZA.3a and additional editorial corrections

Asphaltmischgut - Mischgutanforderungen - Teil 4: Hot Rolled Asphalt

Mélanges bitumineux - Spécifications des matériaux - Partie 4: Hot rolled asphalt

Bitumenske zmesi - Specifikacije materialov - 4. del: Vroče valjani asfalt

General Information

• Status: Withdrawn
• Publication Date: 05-Mar-2008
• Withdrawal Date: 16-Oct-2016
• ICS: 93.080.20 - Road construction materials
• Technical Committee: CES - Roads
• Current Stage: 9900 - Withdrawal (Adopted Project)
• Start Date: 17-Oct-2016
• Due Date: 09-Nov-2016
• Completion Date: 17-Oct-2016
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/124 - Mandate to CEN/CENELEC concerning the execution of standardization work for harmonized standards on road construction products
• Ref Project: EN 13108-4:2006/AC:2008 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt

Relations

• Corrects: SIST EN 13108-4:2006 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
• Effective Date: 01-Apr-2008
• Replaced By: SIST EN 13108-4:2016 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
• Effective Date: 01-Nov-2016
• Corrects: SIST EN 13108-4:2006 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
• Effective Date: 08-Jun-2022

Standards Content (Sample)

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 13108-4:2006/AC:2008SIST EN 13108-4:2006/AC:2008en,fr,de93.080.20ICS:SLOVENSKI
STANDARDSIST EN 13108-4:2006/AC:200801-april-2008







EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13108-4:2006/ACJanuary 2008Janvier 2008Januar 2008ICS 93.080.20English versionVersion FrançaiseDeutsche FassungBituminous mixtures - Material specifications - Part 4: Hot Rolled AsphaltMélanges bitumineux - Spécifications desmatériaux - Partie 4: Hot rolled asphaltAsphaltmischgut - Mischgutanforderungen -Teil 4: Hot Rolled AsphaltThis corrigendum becomes effective on 30 January 2008 for incorporation in the three officiallanguage versions of the EN.Ce corrigendum prendra effet le 30 janvier 2008 pour incorporation dans les trois versionslinguistiques officielles de la EN.Die Berichtigung tritt am 30.Januar 2008 zur Einarbeitung in die drei offiziellen Sprachfassungen derEN in Kraft.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2008 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members.Tous droits d'exploitation sous quelque forme et de quelque manière que ce soit réservés dans le monde entier auxmembres nationaux du CEN.Alle Rechte der Verwertung, gleich in welcher Form und in welchem Verfahren, sind weltweit den nationalen Mitgliedernvon CEN vorbehalten.Ref. No.:EN 13108-4:2006/AC:2008 D/E/F



EN 13108-4:2006/AC:2008 (E/F/D) 2 English version Table 2
Replace Table 2 with the following: "
D 50/10 50/14 50/20 60/20 60/32 Sieve Passing sieve % by mass 40 — — — — 100 31,5 — — 100 100 99 to 100 20 — 100 99 to100 99 to 100 59 to 71 14 100 98 to 100 74 to 91 39 to 65 a 39 to 65 a 10 98 to 100 72 to 93 44 to 66 — — 2 b 40 to 50 40 to 50 40 to 50 37 37 0,5
17 to 51 17 to 51 18 to 50 13 to 39 13 to 39 0,25
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.
".



EN 13108-4:2006/AC:2008 (E/F/D) 3
Table 4
Replace Table 4 with the following: "
D 0/2 F 0/2C 15/10F 30/10F 0/10F * 55/10F 55/10C 30/14F 30/14C 35/14F 35/14C 55/14F 55/14C Sieve Passing sieve
% by mass 20 — — — — — — — 100 100 100 100 100 100 14 — — 100 100 100 100 100 93 to 10093 to 100 95 to 100 95 98 to 100 98 to 100 10 — — 100 93 to 100 90 to 100 98 to 100 98 to 100 67 to 83 67 to 83 62 to 81 62 to 81 42 to 63 42 to 63 6,3 100 100 82 to 88 67 to 83 73 to 88 42 to 63 42 to 63 — — — — — — 2 98 to 100 98 to 100 79 65 63 to 67 41 40 65 66 61 59 41 40 0,5 80 to 90 40 to 55 59 to 83 49 to 68 25 to 50 29 to 43 19 to 31 49 to 68 29 to 41 44 to 63 24 to 41 29 to 43 19 to 31 0,25 40 to 65 25 to 35 24 to 61 19 to 51 10 to 30 9 to 31 9 to 31 19 to 51 19 to 36 16 to 46 16 to 26 9 to 31 9 to 31 0,063 14,0 14,0 12,0 9,0 8,0 to 13,0 6,0 6,0 9,0 9,0 8,0 8,0 6,0 6,0
".



EN 13108-4:2006/AC:2008 (E/F/D) 4 5.2.3, formula (1)
Replace
"d" with "a"
and replace the text below "where" with
"a
is the apparent particle density, in megagrams per cubic meter (Mg/m3), determined on the weighted mean of the total mineral fraction according to EN 1097-6.".
5.11
Replace the 1st paragraph with "When using paving grade bitumen, the maximum temperatures of the mixture, measured according to EN 12697-13, shall be lower than the upper limits of Table 16. The maximum temperature applies at any place in the plant. The minimum temperature of the asphalt mix at delivery shall be declared by the manufacturer.".
ZA.1, 5th paragraph
Add "clauses" after "applicable" to read "This annex establishes … relevant applicable clauses.".
Table ZA.2, right column
Place 1e, 3f and 4g in the same line as in the neighbour column.
Table ZA.3a
Replace Table ZA.3a with the following:



EN 13108-4:2006/AC:2008 (E/F/D) 5 Table ZA.3a — Assignment of evaluation of conformity tasks for Hot Rolled Asphalt under system 2+ Tasks Content of the task Evaluation of conformity to apply Factory production control (F.P.C) Parameters related to all relevant characteristics of Table ZA.1 EN 13108-21 Initial type testing All relevant characteristics of Table ZA.1 EN 13108-20 Tasks for the manufacturer Initial type testing by a notified laboratory Reaction to fire (only where intended to be used in an area subjected to reaction of fire regulations) 5.6 Initial inspection of factory and of F.P.C Parameters related to all relevant characteristics of Table ZA.1 EN 13108-21:2006, Annex B Tasks for the notified body Certification of F.P.C on the basis of Continuous surveillance, assessment and approval of F.P.C Parameters related to all relevant characteristics of Table ZA.1 EN 13108-21:2006, Annex B



EN 13108-4:2006/AC:2008 (E/F/D) 6 Version française Tableau 2
Remplacer le Tableau 2 par le suivant : "
D 50/10 50/14 50/20 60/20 60/32 Tamis en mm Passant au tamis % en masse 40 — — — — 100 31,5 — — 100 100 99 à 100 20 — 100 99 à 100 99 à 100 59 à 71 14 100 98 à 100 74 à 91 39 à 65 a 39 à 65 a 10 98 à 100 72 à 93 44 à 66 — — 2 b 40 à 50 40 à 50 40 à 50 37 37 0,5
17 à 51 17 à 51 18 à 50 13 à 39 13 à 39 0,25
14 à 31 14 à 31 15 à 30 10 à 25 10 à 25 0,063 3 à 6 3 à 6 4 à 5 4,0 4,0 a
La valeur maximale de la conformité de 65 (composition et MPC) peut être étendue à 85 quand la preuve est apportée que le mélange ainsi produit est convenable. Pour assurer l’homogénéité du mélange fini appliqué, il convient que le contrôle des fournitures d’autres origines se situe à l’intérieur des exigences de la MPC pour la valeur maximale choisie. b Pour les mélanges contenant des gravillons fins issus de roche et, dans certains cas, pour les sables ou les mélanges de sable propre et concassé, la teneur en liant indiquée peut être réduite d’une valeur inférieure ou égale à 0,5 % quand l’expérience montre que cela peut être conseillé pour éviter un mélange trop riche ou une réduction du passant à 2 mm de 5 % maximum peut être ad
...