BS-EN-12697-33-2003.pdf

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1、BRITISH STANDARD BS EN 12697-33:2003 Incorporating amendment no. 1 Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen prepared by roller compactor The European Standard EN 12697-33:2003, incorporating amendment A1:2007, has the status of a British Standard ICS 93.080.20 ? License

2、d Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI BS EN 12697-33:2003 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 13 January 2004 BSI 2007 ISBN 978 0 580 599

3、90 3 National foreword This British Standard is the UK implementation of EN 12697-33:2003, incorporating amendment A1:2007. The UK participation in its preparation was entrusted by Technical Committee B/510, Road materials, to Subcommittee B/510/1, Coated macadam and hot asphalt. A list of organizat

4、ions represented on this subcommittee can be obtained on request to its secretary. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligati

5、ons. Amendments issued since publication Amd. No. DateComments 1732831 August 2007Implementation of CEN amendment A1:2007 Licensed Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NORME EUROPENNE EUROPI

6、SCHE NORM EN 12697-33:2003+A1 July 2007 ICS 93.080.20 Supersedes EN 12697-33:2003 English Version Bituminous mixtures - Test methods for hot mix asphalt - Part 33: Specimen prepared by roller compactor Mlanges bitumineux - Mthodes dessai pour mlange hydrocarbon chaud - Partie 33: Prparation des corp

7、s dpreuve au compacteur de plaques Asphalt - Prfverfahren fr Heiasphalt - Teil 33: Probestckvorbereitung durch Rollenverdichtungsgert This European Standard was approved by CEN on 3 November 2003 and includes Amendment 1 approved by CEN on 16 May 2007. CEN members are bound to comply with the CEN/CE

8、NELEC 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 Management Centre or to a

9、ny 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 Management Centre has the same status as the official versions

10、. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain

11、, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2007 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national M

12、embers. Ref. No. EN 12697-33:2003+A1:2007: E Licensed Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 12697-33:2003+A1:2007 (E) 2 Contents Page Foreword3 1 Scope 6 2 Normative references6 3 Terms, definitions, symbol

13、s and abbreviations.6 3.1 Terms and definitions .6 3.2 Symbols and abbreviations7 4 Principle8 5 Apparatus .8 5.1 Method using a wheel or two wheels fitted with pneumatic tyres8 5.2 Methods using a smooth steel roller.9 5.2.1 Smooth steel roller 9 5.2.2 Steel roller used on wheel fitted with pneumat

14、ic tyres10 5.3 Method using a roller running on vertical sliding steel plates .10 6 Preparation.11 6.1 Mass of bituminous mixture.11 6.2 Filling the mould12 7 Compaction procedure .12 7.1 Method using wheels fitted with pneumatic tyres12 7.1.1 Test conditions 12 7.1.2 Compaction12 7.2 Methods using

15、a smooth steel roller.13 7.2.1 General13 7.2.2 Compaction by a specified energy 13 7.2.3 Compaction with controlled compaction energy .13 7.2.4 Compaction to obtain a specified voids content or compaction degree.14 7.3 Method using a roller running on vertical sliding steel plates .14 7.4 Removing t

16、he mould .14 8 Test report 14 Licensed Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 12697-33:2003+A1:2007 (E) 3 Foreword This document (EN 12697-33:2003+A1:2007) has been prepared by Technical Committee CEN/TC 227

17、 “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 identical text or by endorsement, at the latest by January 2008 and conflicting national standards shall be withdrawn at the latest by Janu

18、ary 2008. This document includes Amendment 1, approved by CEN on 2007-05-16. This document supersedes EN 12697-33:2003. The start and finish of text introduced or altered by amendment is indicated in the text by tags ! “. This European Standard forms a part of a series of tests for mechanical and ph

19、ysical properties of bituminous mixtures 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 for hot mix asphalt Part 2: Determination of particle size distribution EN 12697-3, Bituminous mixtur

20、es Test methods 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 densit

21、y 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: Determination of bulk density of bituminous specimens by gamma rays EN 12697-8, Bituminous mixture

22、s Test methods for hot mix asphalt Part 8: Determination of the void characteristics of bituminous specimens EN 12697-9, Bituminous mixtures Test methods for hot mix asphalt Part 9: Determination of the reference density EN 12697-10, Bituminous mixtures Test methods for hot mix asphalt Part 10: Comp

23、actibility EN 12697-11, Bituminous mixtures Test methods for hot mix asphalt Part 11: Determination of the affinity between aggregate 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, Bit

24、uminous mixtures Test methods for hot mix asphalt Part 13: Temperature measurement Licensed Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 12697-33:2003+A1:2007 (E) 4 EN 12697-14, Bituminous mixture Test methods for

25、 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 mixture Test me

26、thods for hot mix asphalt Part 17: Partial 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 mixtures T

27、est methods for hot mix asphalt Part 20: Indentation using cube or Marshall specimen 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, Bit

28、uminous 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 Part 25

29、: Cyclic compression test 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 hot mix asphalt Part 28: Preparation of samples for det

30、ermining binder content, water content and grading EN 12697-29, Bituminous mixtures Test methods 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 E

31、N 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 vibratory compactor EN 12697-33, Bituminous mixtures Test me

32、thods 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 mixing EN 12697-36, Bituminous mixtures Test methods

33、 for hot mix asphalt Part 36: Determination of the thickness of a bituminous pavement Licensed Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 12697-33:2003+A1:2007 (E) 5 EN 12697-37, Bituminous mixtures Test methods

34、 for hot mix asphalt Part 37: Hot sand test for the adhesivity of binder on pre-coated 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 Test methods for hot mix asphalt Part 39: Binder conte

35、nt 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 deicing fluids EN 12697-42, Bituminous mixtures Test methods for hot mix asphalt Part 42: Amount of

36、coarse foreign matter in reclaimed asphalt EN 12697-43, Bituminous mixtures Test methods for hot mix asphalt Part 43: Resistance to fuel The applicability of this European Standard is described in the product standards for bituminous mixtures (series of prEN 13108). !deleted text“ According to the C

37、EN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,

38、 Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. Licensed Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 12697-33:2003+A1:2007 (E

39、) 6 1 Scope This European Standard specifies the methods for compacting parallelepipedal specimens (slabs) of bituminous mixtures, to be used directly for subsequent testing, or from which test specimens are cut. For a given mass of bituminous mixture, the specimens are prepared either under control

40、led compaction energy, or until a specified volume and therefore void content is obtained. This European Standard describes the following methods of compaction: pneumatic tyre method, steel roller method, sliding plates method. This European Standard is applicable to bituminous mixtures manufactured

41、 in the laboratory or in a mixing plant. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated refer

42、ences, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 12697-27, Bituminous mixtures T

43、est methods for hot mix asphalt Part 27: Sampling. !EN 12697-35:2004+A1“, Bituminous mixtures Test methods for hot mix asphalt Part 35: Laboratory mixing. 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this European Standard, the following terms and def

44、initions apply. 3.1.1 pass one forward or one backward motion of the rolling load 3.1.2 slab axis axis of symmetry of slab parallel to the largest dimension of the mould 3.1.3 lateral axis axis of a pass parallel to largest dimension of a mould; situated at distance a from the slab axis (see Figure

45、1) 3.1.4 lateral translation distance a between the slab axis and the lateral axis Licensed Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 12697-33:2003+A1:2007 (E) 7 Key 1 Axis 2 Lateral axis 3 Left side 4 Right si

46、de 5 Central position 6 Rear position 7 Front position 8 Longitudinal translation of wheels Figure 1 Sketch plan of a slab, front face of equipment 3.1.5 rear position lateral axis furthest from the front face of the equipment 3.1.6 central position slab axis 3.1.7 front position lateral axis neares

47、t to the front face of the equipment 3.1.8 blocked axis mode equipment operating mode in which the height of the wheel shaft stays constant in relation to the upper edge of mould during a pass 3.1.9 freed axis mode equipment operation mode in which the load applied into the slab remains constant dur

48、ing a pass 3.1.10 sweep plan set of modes by which the wheel(s) pass(es) over the slab; including order of execution, and extent of lateral translation 3.2 Symbols and abbreviations L is the interior length of mould, in millimetres (mm); l is the interior width of mould, in millimetres (mm); License

49、d Copy: London South Bank University, London South Bank University, Fri Oct 05 03:01:22 GMT+00:00 2007, Uncontrolled Copy, (c) BSI EN 12697-33:2003+A1:2007 (E) 8 h is the interior height of mould, in millimetres (mm); M is the mass of slab, in kilograms (kg); m is the maximum density of bituminous mixture, i

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