1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS EN 12697-45:2012Bituminous mixtures Testmethods for hot mix asphaltPart 45: Saturation Ageing Tensile Stiffness(SATS) conditioning testBS EN 12697-45:2012 BRITISH STANDARDNati
2、onal forewordThis British Standard is the UK implementation of EN 12697-45:2012.The UK participation in its preparation was entrusted to TechnicalCommittee B/510/1, Asphalt products.A list of organizations represented on this committee can beobtained on request to its secretary.This publication does
3、 not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2012. Published by BSI StandardsLimited 2012ISBN 978 0 580 75915 4ICS 93.080.20Compliance with a British Standard cannot confer immunity fromlegal ob
4、ligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 May 2012.Amendments issued since publicationDate Text affectedBS EN 12697-45:2012EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12697-45 April 2012 ICS 93.080.20 English Versio
5、n Bituminous mixtures - Test methods for hot mix asphalt - Part 45: Saturation Ageing Tensile Stiffness (SATS) conditioning testMlanges bitumineux - Mthodes dessai pour mlange hydrocarbon chaud - Partie 45 : Essai de module en traction aprs saturation conditionne (SATS) Asphalt - Prfverfahren fr Hei
6、asphalt - Teil 45: Alterungsprfung an gesttigten Asphalt-Probekrpern (SATS-Prfung) This European Standard was approved by CEN on 23 March 2012. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a n
7、ational standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A
8、version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cypru
9、s, 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, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZA
10、TION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2012 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-45:2012: EBS EN 12697-45:2012EN 12697-45:2012 (E) 2
11、Contents Page Foreword 31 Scope 62 Normative references 63 Terms and definitions .64 Principle 75 Apparatus .75.1 Sample manufacture .75.1.1 Asphalt mixer .75.1.2 Coring equipment 75.1.3 Saw for cutting asphalt .75.2 Conditioning regime 75.3 Comparative test . 116 Solvent and other materials . 117 S
12、ample preparation 118 Conditioning procedure . 129 Comparative test procedure 1410 Calculation . 1410.1 Bulk density and air voids content . 1410.2 Saturation before conditioning . 1410.3 Saturation after conditioning . 1510.4 Stiffness ratio 1511 Test report . 1612 Precision 17Bibliography . 18BS E
13、N 12697-45:2012EN 12697-45:2012 (E) 3 Foreword This document (EN 12697-45:2012) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identica
14、l text or by endorsement, at the latest by October 2012, and conflicting national standards shall be withdrawn at the latest by October 2012. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held res
15、ponsible for identifying any or all such patent rights. This document is one of a series of standards for bituminous mixtures which includes the following: EN 12697-1, Bituminous mixtures Test methods for hot mix asphalt Part 1: Soluble binder content EN 12697-2, Bituminous mixtures Test methods for
16、 hot mix asphalt Part 2: Determination of particle size distribution EN 12697-3, Bituminous mixtures Test methods for hot mix asphalt Part 3: Binder recovery: Rotary evaporator EN 12697-4, Bituminous mixtures Test methods for hot mix asphalt Part 4: Binder recovery: Fractionating column EN 12697-5,
17、Bituminous mixtures Test methods for hot mix asphalt Part 5: Determination of the maximum density EN 12697-6, Bituminous mixtures Test methods for hot mix asphalt Part 6: Determination of bulk density of bituminous specimens EN 12697-7, Bituminous mixtures Test methods for hot mix asphalt Part 7: De
18、termination of bulk density of bituminous specimens by gamma rays EN 12697-8, Bituminous mixtures Test methods for hot mix asphalt Part 8: Determination of void characteristics of bituminous specimens EN 12697-9, Bituminous mixtures Test methods for hot mix asphalt Part 9: Determination of the refer
19、ence density EN 12697-10, Bituminous mixtures Test methods for hot mix asphalt Part 10: Compactibility EN 12697-11, Bituminous mixtures Test methods for hot mix asphalt Part 11: Determination of the affinity between aggregate and binders EN 12697-12, Bituminous mixtures Test methods for hot mix asph
20、alt Part 12: Determination of the water sensitivity of specimen EN 12697-13, Bituminous mixtures Test methods for hot mix asphalt Part 13: Temperature measurement EN 12697-14, Bituminous mixtures Test methods for hot mix asphalt Part 14: Water content BS EN 12697-45:2012EN 12697-45:2012 (E) 4 EN 126
21、97-15, Bituminous mixtures Test methods for hot mix asphalt Part 15: Determination of the segregation sensitivity EN 12697-16, Bituminous mixtures Test methods for hot mix asphalt Part 16: Abrasion by studded tyres EN 12697-17, Bituminous mixtures Test methods for hot mix asphalt Part 17: Particle l
22、oss of porous asphalt specimen EN 12697-18, Bituminous mixtures Test methods for hot mix asphalt Part 18: Binder drainage EN 12697-19, Bituminous mixtures Test methods for hot mix asphalt Part 19: Permeability of specimen EN 12697-20, Bituminous mixtures Test methods for hot mix asphalt Part 20: Ind
23、entation using cube or Marshall specimen EN 12697-21, Bituminous mixtures Test methods for hot mix asphalt Part 21: Indentation using plate specimen EN 12697-22, Bituminous mixtures Test methods for hot mix asphalt Part 22: Wheel tracking test EN 12697-23, Bituminous mixtures Test methods for hot mi
24、x asphalt Part 23: Indirect tensile test EN 12697-24, Bituminous mixtures Test methods for hot mix asphalt Part 24: Resistance to fatigue EN 12697-25, Bituminous mixtures Test methods for hot mix asphalt Part 25: Cyclic compression test EN 12697-26, Bituminous mixtures Test methods for hot mix aspha
25、lt Part 26: Stiffness EN 12697-27, Bituminous mixtures Test methods for hot mix asphalt Part 27: Sampling EN 12697-28, Bituminous mixtures Test methods for hot mix asphalt Part 28: Preparation of samples for determining binder content, water content and grading EN 12697-29, Bituminous mixtures Test
26、methods for hot mix asphalt Part 29: Determination of the dimensions of bituminous specimen EN 12697-30, Bituminous mixtures Test methods for hot mix asphalt Part 30: Preparation of specimen by impact compactor EN 12697-31, Bituminous mixtures Test methods for hot mix asphalt Part 31: Specimen prepa
27、ration, gyratory compactor EN 12697-32, Bituminous mixtures Test methods for hot mix asphalt Part 32: Laboratory compaction of bituminous mixtures by vibratory compactor EN 12697-33, Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen prepared by roller compactor EN 12697-34, Bitu
28、minous mixtures Test methods for hot mix asphalt Part 34: Marshall test EN 12697-35, Bituminous mixtures Test methods for hot mix asphalt Part 35: Laboratory mixing EN 12697-36, Bituminous mixtures Test methods for hot mix asphalt Part 36: Method for the determination of the thickness of a bituminou
29、s pavement EN 12697-37, Bituminous mixtures Test methods for hot mix asphalt Part 37: Hot sand test for the adhesivity of binder on precoated chippings for HRA BS EN 12697-45:2012EN 12697-45:2012 (E) 5 EN 12697-38, Bituminous mixtures Test methods for hot mix asphalt Part 38: Common equipment and ca
30、libration EN 12697-39, Bituminous mixtures Test methods for hot mix asphalt Part 39: Binder content by ignition EN 12697-40, Bituminous mixtures Test methods for hot mix asphalt Part 40: In situ drainability EN 12697-41, Bituminous mixtures Test methods for hot mix asphalt Part 41: Resistance to de-
31、icing fluids EN 12697-42, Bituminous mixtures Test methods for hot mix asphalt Part 42: Amount of coarse foreign matters in reclaimed asphalt EN 12697-43, Bituminous mixtures Test methods for hot mix asphalt Part 43: Resistance to fuel EN 12697-44, Bituminous mixtures Test methods for hot mix asphal
32、t Part 44: Crack propagation by semi-circular bending test EN 12697-45, Bituminous mixtures Test methods for hot mix asphalt Part 45: Saturation Ageing Tensile Stiffness (SATS) conditioning test EN 12697-46, Bituminous mixtures Test methods for hot mix asphalt Part 46: Low temperature cracking and p
33、roperties by uniaxial tension tests EN 12697-47, Bituminous mixtures Test methods for hot mix asphalt Part 47: Determination of the ash content of natural asphalts prEN 12697-481), Bituminous mixtures Test methods for hot mix asphalt Part 48: Inter-layer bond strength prEN 12697-49, Bituminous mixtu
34、res Test methods for hot mix asphalt Part 49: Skid resistance of asphalt in the laboratory prEN 12697-501), Bituminous mixtures Test methods for hot mix asphalt Part 50: Scuffing resistance of surface course asphalt According to the CEN/CENELEC Internal Regulations, the national standards organizati
35、ons of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal
36、, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. 1)In preparation.BS EN 12697-45:2012EN 12697-45:2012 (E) 6 1 Scope This European Standard specifies a test method to assess the durability of adhesion in base and binder course asphalt mixtures. The Saturation
37、Ageing Tensile Stiffness (SATS) conditioning regime is used to age the specimens in the presence of water. A comparative test for assessing their performance before and after conditioning is also conducted. The applicability of this test method is limited to bituminous specimens with consistent air
38、voids contents and hard binder, in particular, to asphalt concrete mixtures with a binder content between 3,5 % and 5,5 %, air voids contents between 6 % and 10 % and 10/20 pen hard paving grade bitumen. The test is intended to be used as a screening test for the assessment of a combination of aggre
39、gate, filler and additives with respect to the retained adhesion properties after simulated ageing in a moist atmosphere for lean/stiff base and binder course mixtures. NOTE Alternative conditions for mixtures with binders other than 10/20 hard grade bitumen or other situations not covered by this E
40、uropean Standard are being developed. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the re
41、ferenced document (including any amendments) applies. EN 12697-5:2009, Bituminous mixtures Test methods for hot mix asphalt Part 5: Determination of the maximum density EN 12697-6:2012, Bituminous mixtures Test methods for hot mix asphalt Part 6: Determination of bulk density of bituminous specimens
42、 EN 12697-8, Bituminous mixtures Test methods for hot mix asphalt Part 8: Determination of void characteristics of bituminous specimens EN 12697-26:2012, Bituminous mixtures Test methods for hot mix asphalt Part 26: Stiffness EN 12697-30, Bituminous mixtures Test methods for hot mix asphalt Part 30:
43、 Preparation of specimen by impact compactor EN 12697-31, Bituminous mixtures Test methods for hot mix asphalt Part 31: Specimen preparation by gyratory compactor EN 12697-33, Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen prepared by roller compactor 3 Terms and definitions
44、For the purposes of this document, the terms and definitions given in EN 12697-5:2009, EN 12637-6:2012 and the following apply. 3.1 saturation before conditioning saturation of the mixture, determined as the calculated proportion of air voids filled with water after partial vacuum saturation, prior
45、to conditioning by storage under increased pressure and elevated temperature, in percent BS EN 12697-45:2012EN 12697-45:2012 (E) 7 3.2 unconditioned stiffness stiffness modulus of the mixture as determined in accordance with EN 12697-26:2012, Annex C, prior to conditioning by storage under increased
46、 pressure and elevated temperature Note 1 to entry: Alternative comparative tests can be used but should be recorded in the results. 3.3 conditioned stiffness stiffness modulus of the mixture as determined in accordance with EN 12697-26:2012, Annex C, after conditioning by storage under increased pr
47、essure and elevated temperature 3.4 stiffness ratio ratio of the conditioned stiffness to the unconditioned stiffness 3.5 saturation after conditioning saturation of the mixture, determined as the calculated proportion of air voids filled with water after conditioning by storage under increased pres
48、sure and elevated temperature, in percent 4 Principle Nominally identical test specimens are subjected to moisture saturation by a vacuum system. They are then transferred into a pressurised vessel partially filled with water where they are subjected to a conditioning procedure by storage at 85 C temperature and 2,1 MPa pressure for 65 h. The ratios of the stiffness, measured by indirect tension on cylindrical specimens, before and after conditioning by storage under increased pressure and elevated temperature on the individual specimens situated above the water are averaged to determin
