SIST EN 13108-4:2016

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

This European Standard specifies requirements for mixtures of the mix group Hot Rolled Asphalt for use on roads, airfields and other trafficked areas. Hot Rolled Asphalt is used for surface courses, binder courses, regulating courses and bases.
The mixtures of the mix group Hot Rolled 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.

Asphaltmischgut - Mischgutanforderungen - Teil 4: Hot Rolled Asphalt

Diese Europäische Norm legt Anforderungen an Mischgüter der Asphaltmischgutgruppe Hot-Rolled-Asphalt fest, die für die Verwendung beim Bau von Straßen, Flugplätzen und sonstigen Verkehrsflächen bestimmt sind. Hot-Rolled-Asphalt wird für Deckschichten, Binderschichten, Ausgleichsschichten und Tragschichten verwendet.
Die Mischgüter der Mischgutgruppe Hot-Rolled-Asphalt werden auf Basis von heißem Bitumen hergestellt. Mischgüter, die Bitumenemulsionen und bitumenhaltige Materialien auf der Basis der Wiederverwertung vor Ort enthalten, werden durch diese Norm nicht abgedeckt.
Diese Europäische Norm enthält Anforderungen an die Auswahl der Baustoffe. Sie ist in Verbindung mit FprEN 13108-20 und FprEN 13108-21 anzuwenden.

Mélanges bitumineux - Spécifications des matériaux - Partie 4: Hot Rolled Asphalt

Cette norme européenne spécifie les exigences relatives aux mélanges appartenant aux Hot Rolled Asphalt utilisables pour les routes, les aéroports et les autres zones de circulation.
Cette Norme européenne comporte des exigences pour la sélection des divers constituants. Elle est destinée à être utilisée conjointement avec le prEN 13108-20 et le prEN 13108-21.

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

Ta evropski standard določa zahteve za skupino zmesi vroče valjanih asfaltov za uporabo na cestah, letališčih in drugih prometnih površinah.

General Information

• Status: Published
• Public Enquiry End Date: 29-Sep-2013
• Publication Date: 16-Oct-2016
• ICS: 93.080.20 - Road construction materials
• Technical Committee: CES - Roads
• Current Stage: 6060 - National Implementation/Publication (Adopted Project)
• Start Date: 01-Sep-2016
• Due Date: 06-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 13108-4:2016 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt

Relations

• Replaces: SIST EN 13108-4:2006 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
• Effective Date: 01-Nov-2016
• Replaces: SIST EN 13108-4:2006/AC:2008 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
• Effective Date: 01-Nov-2016
• Corrected By: SIST EN 13108-4:2016/AC:2018 - Bituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt
• Effective Date: 01-Jan-2018

Overview

EN 13108-4:2016 - Bituminous mixtures: Material specifications - Part 4: Hot Rolled Asphalt (CEN) specifies performance and material requirements for Hot Rolled Asphalt (HRA) used on roads, airfields and other trafficked areas. It covers HRA for surface courses, binder courses, regulating courses and bases produced with hot bitumen. The standard excludes mixtures based on bitumen emulsion and in‑situ recycling. EN 13108-4:2016 is intended to be read alongside EN 13108-20 (Type Testing) and EN 13108-21 (Factory Production Control) and aligns with the EU Construction Products Regulation (CPR) via Annex ZA.

Key Topics

• Constituent material requirements
  • Selection and properties of binders, coarse/fine aggregates, all‑in aggregates, added filler, reclaimed asphalt and additives.
  • Specifications for coated chippings and natural asphalt (normative annexes).
• Mixture composition and grading
  • Rules for composition, grading limits and minimum binder content to achieve specified performance.
• Performance properties
  • Void content and minimum binder volume
  • Water sensitivity and adhesion
  • Resistance to permanent deformation (rutting)
  • Stiffness and low temperature properties
  • Coating and homogeneity, reaction to fire, and airfield‑specific resistance to fuels and de‑icing fluids
• Testing and assessment
  • Test specimen preparation, temperature control, methods referenced (EN 12697 series, EN 1426/1427, EN 12591 etc.)
  • Assessment and Verification of Constancy of Performance (AVCP) and identification requirements

Applications (Who uses this standard)

• Pavement designers and highway engineers specifying HRA mixes for roads and airfields.
• Asphalt producers and mix designers developing compliant HRA blends using hot bitumen.
• Contracting authorities and spec writers creating procurement/specification documents.
• Construction quality control labs conducting tests for grading, binder content, stiffness, rutting and water sensitivity.
• Airport pavement specialists requiring additional criteria for fuel and de‑icing resistance.

Practical use includes selecting constituent materials, defining mixture categories for specific traffic and climate conditions, and ensuring factory production control and type testing meet regulatory requirements.

Related Standards

• EN 13108-1 to EN 13108-9 (other bituminous mixture types)
• EN 13108-20: Type Testing
• EN 13108-21: Factory Production Control
• Relevant test methods: EN 12697 series, EN 1426, EN 1427, EN 12591

Keywords: EN 13108-4:2016, Hot Rolled Asphalt, bituminous mixtures, material specifications, road construction, airfields, asphalt mix design, CEN.

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Asphaltmischgut - Mischgutanforderungen - Teil 4: Hot Rolled AsphaltMélanges bitumineux - Spécifications des matériaux - Partie 4: Hot Rolled AsphaltBituminous mixtures - Material specifications - Part 4: Hot Rolled Asphalt93.080.20Materiali za gradnjo cestRoad construction materialsICS:Ta slovenski standard je istoveten z:EN 13108-4:2016SIST EN 13108-4:2016en,fr,de01-november-2016SIST EN 13108-4:2016SLOVENSKI
STANDARDSIST EN 13108-4:2006/AC:2008SIST EN 13108-4:20061DGRPHãþD

EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13108-4
June
t r s x ICS
{ uä r z rä t r Supersedes EN
s u s r zæ vã t r r xEnglish Version
Bituminous mixtures æ Material specifications æ Part
vã Hot Rolled Asphalt Mélanges bitumineux æ Spécifications des matériaux æ Partie
vã Hot Rolled Asphalt
Asphaltmischgut æ Mischgutanforderungen æ Teil
vã Hot Rolled Asphalt This European Standard was approved by CEN on
t y February
t r s xä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
t r s x CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u s r zæ vã t r s x ESIST EN 13108-4:2016

Calculations of the penetration or the softening point of the binder of a mixture when reclaimed asphalt is used . 29 A.1 General . 29 A.2 Calculation of the penetration of the binder of a mixture . 29 A.3 Calculation of the softening point of the binder of a mixture . 29 Annex B (normative)
Natural asphalt. 31 B.1 Scope . 31 B.2 Requirements . 31 B.3 Methods of use . 32 B.4 Determination of ash content . 32 Annex C (normative)
Coated chippings for application to Hot Rolled Asphalt surface course . 33 C.1 Scope . 33 C.2 Chippings . 33 C.3 Binder content . 33 C.4 Assessment and verification of constancy of performance . 33 C.5 Identification . 33 Annex ZA (informative)
Relationship of this European Standard with Regulation (EU) No. 305/2011 . 34 ZA.1 Scope and relevant characteristics . 34 ZA.2 Procedure for AVCP of Hot Rolled Asphalt . 35 ZA.3 Assignment of AVCP tasks . 36
35 %. 3.1.12 mix formulation composition of a single mixture expressed as a target composition Note 1 to entry: A target composition is expressed in one of two ways (see 3.1.13 and 3.1.14). SIST EN 13108-4:2016

% by mass 22,4 – – – – – – 100 100 100 100 100 100 100 100 16 – – 100 100 100 100 95 95 95 95 96 96 97 97 11,2 – – 100 95 97 97 67 to 83 67 to 83 62 to 81 62 to 81 52 to 72 52 to 72 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 to 100 81 65 41 38 65 65 61 56 51 48 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 34 to 50 22 to 35 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 14 to 42 14 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 7,0 7,0 6,0 6,0 Table 4 — General grading requirements of target composition for surface course mixtures — Basic set plus set 2 D 0/2 F 0/2C 0/10F 15/10F 30/10F 45/10F 55/10F 55/10C 30/14F 30/14C 35/14F 35/14C 45/14F 55/14F 55/14C Sieve mm Passing sieve
% by mass 20 – – – – – – – – 100 100 100 100 100 100 100 14 – – 100 100 100 100 100 100 93 to 100 93 to 100 95 to 100 95 96 to 100 98 to 100 98 to 100 10 – – 90 to 100 100 93 to 100 96 to 100 98 to 100 98 to 100 67 to 83 67 to 83 62 to 81 62 to 81 52 to 72 42 to 63 42 to 63 6,3 100 100 73 to 88 82 to 88 67 to 83 52 to 72 42 to 63 42 to 63 – – – – – – – 2 98 to 100 98 to100 63 to 67 79 65 51 41 40 65 66 61 59 51 41 40 0,5 80 to 90 40 to 55 25 to 50 59 to 83 49 to 68 34 to 50 29 to 43 19 to 31 49 to 68 29 to 41 44 to 63 24 to 41 34 to 50 29 to 43 19 to 31 0,25 40 to 65 25 to 35 10 to 30 24 to 61 19 to 51 13 to 38 9 to 31 9 to 31 19 to 51 19 to 36 16 to 46 16 to 26 13 to 38 9 to 31 9 to 31 0,063 14,0 14,0 8,0 to 13,0 12,0 9,0 7,0 6,0 6,0 9,0 9,0 8,0 8,0 7,0 6,0 6,0 SIST EN 13108-4:2016

in surface course mixtures Designation 15/11 F 15/10 F 30/11 F 30/10 F 30/16F 30/14 F 35/16 F 35/14 F 45/16F 45/14F 45/10F 55/11 F 55/10 F 55/16 F 55/14 F Maximum percentage 18 14 14 13 11 9 9 5.2.3 Minimum binder content The minimum binder content may be defined in documents related to the application of the product and shall be selected to the nearest 0,1 %, between values of 4,6 % and 11,0 % for a mixture in which the aggregate density is assumed to be equal to 2,65 Mg/m3. The selected minimum binder content shall be expressed as Bminx where x is the minimum binder content in %. The minimum binder content of the mixture shall be corrected by multiplying by the factor αρ=2,650 (1) where
is the weighted mean of the particle density of the aggregates at the target grading, in megagrams per cubic metre (Mg/m3), determined according to the appropriate clause or Annex of EN 1097–6. The appropriate particle density according to EN 1097-6 shall be declared in the type test report. NOTE For normal weight aggregates with water absorption less than about 1,5 % the pre-dried particle density method as defined in EN 1097–6:2013, Annex A, is applicable for aggregates passing the 63 mm test sieve and retained on the 0,063 mm test sieve. EN 1097–6:2013, Annex G, is applicable to aggregates passing the 31,5 mm test sieve including the 0/0,063 mm size fraction. Based on experience in the place of use for certain specific aggregates with particular granulometric characteristics the corrected minimum binder content may be adjusted appropriately. The adjustment shall be defined in documents related to the application of the product. 5.3 Properties 5.3.1 Specimens For application of this European Standard specimens shall be in accordance with EN 13108-20:2016, 6.5. 5.3.2 Minimum binder volume The minimum binder volume shall be determined in accordance with EN 12697-8 using the conditions defined in EN 13108-20:2016, D.2. The range of categories of minimum binder volume at the target composition is defined in Table 6. SIST EN 13108-4:201
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