1、June 2012Translation by DIN-Sprachendienst.English price group 13No 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
2、.080.20!$|s9“1898022www.din.deDDIN EN 12697-30Bituminous mixtures Test methods for hot mix asphalt Part 30: Specimen preparation by impact compactorEnglish translation of DIN EN 12697-30:2012-06Asphalt Prfverfahren fr Heiasphalt Teil 30: Probenvorbereitung, Marshall-VerdichtungsgertEnglische bersetz
3、ung von DIN EN 12697-30:2012-06Mlanges bitumineux Mthodes dessai pour mlange hydrocarbon chaud Partie 30: Confection dprouvettes par compacteur impactTraduction anglaise de DIN EN 12697-30:2012-06SupersedesDIN EN 12697-30:2007-11www.beuth.deIn case of doubt, the German-language original shall be con
4、sidered authoritative.Document comprises 27 pages05.12 DIN EN 12697-30:2012-06 2 A comma is used as the decimal marker. National foreword This standard has been prepared by Technical Committee CEN/TC 227 “Road materials” (Secretariat: DIN, Germany). The responsible German body involved in its prepar
5、ation was the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Working Committee NA 005-10-10 AA Asphalt. Amendments This standard differs from DIN EN 12697-30:2007-11 as follows: a) in the scope allowance has been made for some oversize aggregate; b) an informative ann
6、ex for a checking procedure for impact compaction devices has been added; c) the tolerance on the angle of the sliding mass has been reduced; d) the requirement for inspections to establish that the safety requirements have been complied with has been deleted; e) densities are now given in Mg/m3(for
7、merly in kg/m3); f) the requirement regarding the moisture content of the wooden block pedestal is now included in a separate note; g) the notes on the verification of the wooden block pedestal and the foot assembly have been revised; h) the definition of the steel compaction hammer has been tighten
8、ed up; i) a new figure showing a typical compactor with wooden block has been included; j) use of a steel block is now optional; k) the permissible specimen storage time at elevated temperatures has been reduced; l) the uniform upper limit on the temperature of 130 C has been deleted and replaced by
9、 the reference temperature given in EN 12697-35; m) the limitations for the heating of automatic compaction hammers are now explained in notes; n) the timing of preparing multiple specimens has been specified; o) the requirements for filling the mould and reversing the specimen during compaction hav
10、e been editorially revised. Previous editions DIN EN 12697-30: 2004-09, 2007-11 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12697-30 April 2012 ICS 93.080.20 Supersedes EN 12697-30:2004+A1:2007English Version Bituminous mixtures - Test methods for hot mix asphalt - Mlanges bitumineux - Mtho
11、des dessai pour mlange hydrocarbon chaud - Partie 30: Confection dprouvettes par compacteur impact Asphalt - Prfverfahren fr Heiasphalt - Teil 30: Probenvorbereitung, Marshall-Verdichtungsgert This European Standard was approved by CEN on 26 February 2012. CEN members are bound to comply with the CE
12、N/CENELEC Internal Regulations which 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 Ce
13、ntre or to any CEN member. This European 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 t
14、he official versions. CEN members are the national standards bodies of 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, Roman
15、ia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. 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 12697-30:2012: EEUROPEAN COMMITTEE FOR STANDAR
16、DIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Part 30: Specimen preparation by impact compactor EN 12697-30:2012 (E) 2 Contents Page Foreword 31 Scope 72 Normative references 73 Terms and definitions .74 Principle 75 Apparatus .75.1 Impact compactor with steel anvil .75.1.1
17、General 75.1.2 Conditions of installation . 115.2 Impact compactor with wooden pedestal 125.2.1 General . 125.3 Compaction mould . 125.4 Ovens or hot plates 135.5 Steel block . 135.6 Shields, baffle plates or sand baths . 135.7 Plate . 136 Shape and dimensions of the specimens 197 Specimen preparati
18、on 198 Procedure 199 Report 20Annex A (informative) Device for the measurement of the specimens thickness during compaction 21Annex B (informative) Checking procedure for impact compaction devices 22B.1 Equipment . 22B.2 Procedure 22B.3 Calculations and definition of impact dynamics: 22B.4 Validatio
19、n . 23B.5 Proposed process for validation of test equipment impact dynamics: 23B.6 Checklist 24Bibliography . 25DIN EN 12697-30:2012-06 EN 12697-30:2012 (E) 3 Foreword This document (EN 12697-30:2012) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is h
20、eld by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical 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
21、 that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 12697-30:2004+A1:2007. The following is a list of significant technical changes since the previ
22、ous edition: allowance made for some oversize aggregate in the scope; informative annex for a checking procedure for impact compaction devices added; the tolerance on the angle of the sliding mass in reduced; the requirement for inspections to establish that the safety requirements have been complie
23、d with has been deleted; densities defined in Mg/m3rather than kg/m3; the requirement on the moisture content of wooden block pedestal is moved to a note; the notes on the verification of the wooden block pedestal and the foot assembly have been clarified; definition of the steel compaction hammer t
24、ightened up; separate figure provided of typical compactor with wooden block; steel block made optional; the time that samples can be stored at elevated temperature reduced; the uniform upper limit on the temperature of 130 C removed, leaving just the reference temperature in EN 12697-35; the limita
25、tions of heating of automatic compaction hammers is clarified in notes; the timing of preparing multiple samples is specified; requirements for filling the mould and reversing the specimen during compaction have been edited. This European Standard is one of a series of standards as listed below: EN
26、12697-1, Bituminous mixtures Test methods for hot mix asphalt Part 1: Soluble binder content EN 12697-2, Bituminous mixtures Test method for hot mix asphalt Part 2: Determination of particle size distribution DIN EN 12697-30:2012-06 EN 12697-30:2012 (E) 4 EN 12697-3, Bituminous mixtures Test methods
27、 for hot mix asphalt Part 3: Bitumen recovery: Rotary evaporator EN 12697-4, Bituminous mixtures Test methods for hot mix asphalt Part 4: Bitumen recovery: Fractionating column EN 12697-5, Bituminous mixtures Test methods for hot mix asphalt Part 5: Determination of the maximum density EN 12697-6, B
28、ituminous 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: Determination of bulk density of bituminous specimens by gamma rays EN 12697-8, Bituminous mixtures Test methods
29、for hot mix asphalt Part 8: Determination of void characteristics of bituminous specimens 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 aggrega
30、te and bitumen EN 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 fo
31、r hot mix asphalt 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 for hot mix asphalt Part 16: Abrasion by studded tyres EN 12697-17, Bituminous mixtures Test
32、methods for hot mix asphalt Part 17: Particle loss 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 mixture
33、s Test methods for hot mix asphalt Part 20: Indentation using cube or cylindrical specimens 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-
34、23, Bituminous mixtures Test methods for hot mix asphalt Part 23: Determination 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 for hot mix asphalt
35、Part 25: Cyclic compression test DIN EN 12697-30:2012-06 EN 12697-30:2012 (E) 5 EN 12697-26, Bituminous mixtures Test methods for hot mix asphalt 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 h
36、ot mix asphalt Part 28: Preparation of samples for determining binder content, water content and grading EN 12697-29, 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 asphal
37、t Part 30: Specimen preparation by impact compactor EN 12697-31, Bituminous mixtures Test methods for hot mix asphalt 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 vibrato
38、ry compactor EN 12697-33, Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen prepared by roller compactor EN 12697-34, Bituminous 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
39、 mixing EN 12697-36, Bituminous mixtures Test methods for hot mix asphalt Part 36: Determination of the thickness of a bituminous 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 EN 12697-38,
40、 Bituminous mixtures Test methods for hot mix asphalt Part 38: Common equipment and calibration 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 126
41、97-41, Bituminous mixtures Test methods for hot mix asphalt Part 41: Resistance to de-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 4
42、3: Resistance to fuel EN 12697-44, Bituminous mixtures Test methods for hot mix asphalt Part 44: Crack propagation by semi-circular bending test prEN 12697-45, Bituminous mixtures Test methods for hot mix asphalt Part 45: Saturation ageing tensile stiffness (SATS) conditioning test prEN 12697-46, Bi
43、tuminous mixtures Test methods for hot mix asphalt Part 46: Low temperature cracking and properties by uniaxial tension tests. EN 12697-47, Bituminous mixtures Test methods for hot mix asphalt Part 47: Determination of the ash content of natural asphalt DIN EN 12697-30:2012-06 EN 12697-30:2012 (E) 6
44、 prEN 12697-481), Bituminous mixtures Test methods for hot mix asphalt Part 48: Inter-layer bond strength prEN 12697-491), Bituminous mixtures Test methods for hot mix asphalt Part 49: Determination of friction after polishing. prEN 12697-501), Bituminous mixtures Test methods for hot mix asphalt Pa
45、rt 50: Scuffing resistance of surface course asphalt According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finlan
46、d, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. 1)In preparationDIN EN 12697-30:2012-06 EN 12697-30:2012 (E) 7 1 Scope Th
47、is European Standard specifies methods of moulding specimens from bituminous mixtures by impact compaction. Such specimens are primarily used to determine bulk density and other technological characteristics e.g. Marshall stability and flow according to EN 12697-34. This European Standard applies to bituminous mixtures (both those made up in a laboratory and those resulting from work site sampling), with not more than 15 % by mass retained on the 22,4 mm sieve and none on the 31,5 mm sieve. 2 Normative references The following documents, i
