1、September 2017 English price group 10No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 93.080.20!%mud“2748265www.din.
2、deDIN EN 12697-18Bituminous mixtures Test methods Part 18: Binder drainage;English version EN 1269718:2017,English translation of DIN EN 12697-18:2017-09Asphalt Prfverfahren Teil 18: Bestimmung des Bindemittelablaufs;Englische Fassung EN 1269718:2017,Englische bersetzung von DIN EN 12697-18:2017-09M
3、langes bitumineux Mthodes dessai Partie 18: Egouttage du liant;Version anglaise EN 1269718:2017,Traduction anglaise de DIN EN 12697-18:2017-09SupersedesDIN EN 1269718:200410www.beuth.deDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative
4、.Document comprises 15 pages 08.17 2A comma is used as the decimal marker. National foreword This document (EN 12697-18:2017) has been prepared by Technical Committee CEN/TC 227 “Road materials” (Secretariat: DIN, Germany). The responsible German body involved in its preparation was DIN-Normenaussch
5、uss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-10-10 AA “Bituminous mixtures (national Mirror Committee to CEN/TC 227/WG 1), Joint Working Group with FGSV”. Amendments This standard differs from DIN EN 12697-18:2004-10 as follows: a) the title of the
6、standard has been amended so that it no longer makes the method exclusively applicable to hot mix asphalt; b) the Schellenberg method has been renamed the beaker method; c) in the basket method, the number of trays has been reduced to two; d) in the basket test, fibres have been taken into account i
7、n the calculation; e) a reference to EN 12697-35 has been made in 4.4.1 and 5.4.1 and has been addressed as “reference compaction temperature” as given in the new edition of EN 12697-35; f) symbols have been amended in accordance with CEN regulations; g) in 4.5.1, the symbol for drained material has
8、 been changed from D to BD in order to be consistent with the latest versions of EN 13108-5:2016 and EN 13108-7:2016. NOTE 2 has been included for explanatory purposes; h) in 5.5.1, the symbol for drained material has been changed from D to BD in order to be consistent with the latest versions of EN
9、 13108-5:2016 and EN 13108-7:2016. A note has been included for explanatory purposes. Previous editions DIN EN 12697-18: 2004-10 DIN EN 12697-18:2017-09 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12697-18 June 2017 ICS 93.080.20 Supersedes EN 12697-18:2004English Version Bituminous mixture
10、s - Test methods - Part 18: Binder drainage Mlanges bitumineux - Mthodes dessai - Partie 18: Egouttage du liant Asphalt - Prfverfahren - Teil 18: Bestimmung des This European Standard was approved by CEN on 24 April 2017. CEN members are bound to comply with the CEN/CENELEC Internal Regulations whic
11、h stipulate the conditions for giving this European Standard the status of a national 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 Eur
12、opean Standard exists in three official versions (English, French, German). A 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 a
13、re the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, R
14、omania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2017 CEN All rights of exploitation in any
15、form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-18:2017 EBindemittelablaufsEN 12697-18:2017 (E) 2Contents Page European foreword . 3 1 Scope 7 2 Normative references 7 3 Terms and definitions . 7 4 Basket method . 7 4.1 Principle . 7 4.2 Materials . 8 4.3 Apparat
16、us . 8 4.4 Procedure. 9 4.5 Calculation and expression of results 9 4.5.1 For each mixture, calculate the drained material BD from 9 4.6 Test report 10 4.7 Precision 10 5 Beaker method 11 5.1 Principle 11 5.2 Materials 11 5.3 Apparatus 11 5.4 Procedure 11 5.5 Calculation and expression of results .
17、12 5.6 Test report 13 5.7 Precision 13 DIN EN 12697-18:2017-09 EN 12697-18:2017 (E) 3European foreword This document (EN 12697-18:2017) 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
18、 national standard, either by publication of an identical text or by endorsement, at the latest by December 2017, and conflicting national standards shall be withdrawn at the latest by December 2017. Attention is drawn to the possibility that some of the elements of this document may be the subject
19、of patent rights. CEN shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 12697-18:2004. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. Compared with EN 12697-18:200
20、4, the following changes have been made: a) the standard title no longer makes the method exclusively for hot mix asphalt; b) the Schellenberg method renamed to the beaker method c) in the basket method number of trays reduced to two; d) in the basket test allowance for fibres made in the calculatio
21、n; e) reference to EN 12697-35 in 4.4.1 and 5.4.1 addressed as “reference compaction temperature” as given in new edition of EN 12697-35; f) symbols has been amended in accordance with CEN-Regulations; g) 4.5.1 the symbol for drained material has been changed from D to BD in order to be consistent w
22、ith latest versions of EN 13108-5:2016 and EN 13108-7:2016. NOTE 2 added for explanation; h) 5.5.1 the symbol for drained material has been changed from D to BD in order to be consistent with latest versions of EN 13108-5:2016 and EN 13108-7:2016. This European standard is one of a series of standar
23、ds as listed below: EN 12697-1, Bituminous mixtures Test methods for hot mix asphalt Part 1: Soluble binder content EN 12697-2, Bituminous mixtures Test methods Part 2: Determination of particle size distribution EN 12697-3, Bituminous mixtures Test methods for hot mix asphalt Part 3: Bitumen recove
24、ry: Rotary evaporator EN 12697-4, Bituminous mixtures Test methods Part 4: Bitumen recovery: Fractionating column DIN EN 12697-18:2017-09 EN 12697-18:2017 (E) 4 EN 12697-5, Bituminous mixtures Test methods for hot mix asphalt Part 5: Determination of the maximum density EN 12697-6, Bituminous mixtur
25、es 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: Determination of bulk density of bituminous specimens by gamma rays EN 12697-8, Bituminous mixtures Test methods for hot mix asph
26、alt Part 8: Determination of void characteristics of bituminous specimens EN 12697-10, Bituminous mixtures Test methods for hot mix asphalt Part 10: Compactability EN 12697-11, Bituminous mixtures Test methods for hot mix asphalt Part 11: Determination of the affinity between aggregate and bitumen E
27、N 12697-12, Bituminous mixtures Test methods for hot mix asphalt Part 12: Determination of the water sensitivity of bituminous specimens 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 asphal
28、t Part 14: Water content EN 12697-15, Bituminous mixtures Test methods for hot mix asphalt Part 15: Determination of the segregation sensitivity EN 12697-16, Bituminous mixtures Test methods Part 16: Abrasion by studded tyres EN 12697-17, Bituminous mixtures Test methods Part 17: Particle loss of po
29、rous asphalt specimen EN 12697-18, Bituminous mixtures Test methods 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: Indentation using cube or cylind
30、rical specimens (CY) EN 12697-21, Bituminous mixtures Test methods for hot mix asphalt Part 21: Indentation using plate specimens EN 12697-22, Bituminous mixtures Test methods for hot mix asphalt Part 22: Wheel tracking EN 12697-23, Bituminous mixtures Test methods for hot mix asphalt Part 23: Deter
31、mination of the indirect tensile strength of bituminous specimens EN 12697-24, Bituminous mixtures Test methods for hot mix asphalt Part 24: Resistance to fatigue EN 12697-25, Bituminous mixtures Test methods Part 25: Cyclic compression test DIN EN 12697-18:2017-09 EN 12697-18:2017 (E) 5 EN 12697-26
32、, Bituminous mixtures Test methods for hot mix asphalt Part 26: Stiffness EN 12697-27, Bituminous mixtures Test methods 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 126
33、97-29, Bituminous mixtures Test method for hot mix asphalt Part 29: Determination of the dimensions of a bituminous specimen EN 12697-30, Bituminous mixtures Test methods for hot mix asphalt Part 30: Specimen preparation by impact compactor EN 12697-31, Bituminous mixtures Test methods for hot mix a
34、sphalt Part 31: Specimen preparation by 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 ro
35、ller compactor EN 12697-34, Bituminous mixtures Test methods for hot mix asphalt Part 34: Marshall test EN 12697-35, Bituminous mixtures Test methods Part 35: Laboratory mixing EN 12697-36, Bituminous mixtures Test methods for hot mix asphalt Part 36: Determination of the thickness of a bituminous p
36、avement 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 EN 12697-38, Bituminous mixtures Test methods for hot mix asphalt Part 38: Common equipment and calibration EN 12697-39, Bituminous mixtures Te
37、st 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-icing fluids EN 12697-42, Bituminous mixtures
38、 Test methods for hot mix asphalt Part 42: Amount of foreign matter 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 asphalt Part 44: Crack propagation by semi-circular bending
39、 test EN 12697-45, Bituminous mixtures Test methods for hot mix asphalt Part 45: Saturation Ageing Tensile Stiffness (SATS) conditioning test DIN EN 12697-18:2017-09 EN 12697-18:2017 (E) 6 EN 12697-46, Bituminous mixtures Test methods for hot mix asphalt Part 46: Low temperature cracking and propert
40、ies 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 12697-48, Bituminous mixtures Test methods for hot mix asphalt Part 48: Interlayer Bonding EN 12697-49, Bituminous mixtures Test methods
41、for hot mix asphalt Part 49: Determination of friction after polishing CEN/TS 12697-50, Bituminous mixtures Test methods Part 50: Resistance to scuffing prCEN/TS 12697-51, Bituminous mixtures Test methods Part 51: Surface shear strength test prCEN/TS 12697-52, Bituminous mixtures Test methods Part 5
42、2: Conditioning to address oxidative ageing prEN 12697-53, Bituminous mixtures Test methods Part 53: Cohesion increase by spreadability-meter method According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European
43、 Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia,
44、 Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 12697-18:2017-09 EN 12697 18:2017 (E) -71 Scope This European Standard describes two test methods: basket method (see Clause 4); beaker method (see Clause 5). The basket method describes a method for determining binder drai
45、nage of bituminous mixtures. This method directly measures binder drainage, but when carried out on bituminous mixtures with fibres or mixtures whose mortar content is higher than in porous asphalt some clogging of the holes in the drainage baskets can occur, limiting the drainage of the binder. The
46、 basket method can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified. The beake
47、r method describes a method for determining binder drainage of bituminous mixtures. It is applicable to asphalt materials that are not porous asphalt or for porous asphalt incorporating fibres. It can be used either for determining the binder drainage for different binder content, or with a single b
48、inder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified. 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 referenced document (including any amen
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