1、November 2007DEUTSCHE NORM English price group 10No part of this standard 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!$JI;“139382
2、4www.din.deDDIN EN 12697-33Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen prepared by roller compactorEnglish version of DIN EN 12697-33:2007-11Asphalt Prfverfahren fr Heiasphalt Teil 33: Probestckvorbereitung mit einem WalzenverdichtungsgertEnglische Fassung DIN EN 12697-33:
3、2007-11SupersedesDIN EN 12697-33:2004-03www.beuth.deDocument comprises 20 pages(includes Amendment A1:2007)(enthlt nderung A1:2007)2 National foreword This standard has been prepared by CEN/TC 227 “Road materials” (Secretariat: DIN, Germany). The responsible German body involved in its preparation w
4、as the Normenausschuss Bauwesen (Building and Civil Engineering Standards Committee), Technical Committee NA 005-10-10 AA Asphalt. Amendments This standard differs from DIN EN 12697-33:2004-03 as follows: a) The foreword has been modified. b) Clause 2 and the first paragraph of subclause 6.2 have be
5、en modified. c) Subclause 5.2.1.2 has been modified. d) The fifth paragraph of subclause 6.2 has been modified. e) Figure 2 has been modified. Previous editions DIN EN 12697-33: 2004-03 DIN EN 12697-33:2007-11 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12697-33:2003+A1 July 2007 ICS 93.080
6、20 Supersedes EN 12697-33:2003English 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: Confection dprouvettes au compacteur de plaque Asphalt - Prfverfahren
7、fr Heiasphalt - Teil 33: Probestckvorbereitung mit einem Walzen-verdichtungsgert 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/CENELEC Internal Regulations which stipulate the condit
8、ions 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 any CEN member. This European Standard exists in three
9、 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. CEN members are the national standards bodies of Au
10、stria, 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, Sweden, Switzerland and United Kingdom. EUROPEAN COM
11、MITTEE 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 Members. Ref. No. EN 12697-33:2003+A1:2007: EEN 12697-3
12、3:2003+A1:2007 (E) 2 Contents Page Foreword3 1 Scope 6 2 Normative references 6 3 Terms, definitions, symbols and abbreviations .6 3.1 Terms and definitions .6 3.2 Symbols and abbreviations 7 4 Principle8 5 Apparatus .8 5.1 Method using a wheel or two wheels fitted with pneumatic tyres8 5.2 Methods
13、using a smooth steel roller .9 5.2.1 Smooth steel roller 9 5.2.2 Steel roller used on wheel fitted with pneumatic 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 mould 12 7 Compaction procedure .12 7.
14、1 Method using wheels fitted with pneumatic tyres12 7.1.1 Test conditions 12 7.1.2 Compaction 12 7.2 Methods using 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 c
15、ontent or compaction degree.14 7.3 Method using a roller running on vertical sliding steel plates .14 7.4 Removing the mould .14 8 Test report 14 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 “Road materials”, the
16、 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 January 2008. This documen
17、t 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 physical properties of b
18、ituminous 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 mixtures Test methods for ho
19、t 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, Bitumino
20、us 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 for hot
21、 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: Compactibility EN 12697-11
22、 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, Bituminous mixtures Test
23、methods for hot mix asphalt Part 13: Temperature measurement EN 12697-33:2003+A1:2007 (E) 4 EN 12697-14, Bituminous mixture Test methods for 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
24、EN 12697-16, Bituminous mixtures Test methods for hot mix asphalt Part 16: Abrasion by studded tyres EN 12697-17, Bituminous mixture Test methods 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 dra
25、inage 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 Marshall specimen EN 12697-21, Bituminous mixtures Test methods for hot mix asphalt Part 21:
26、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: Determination of the indirect tensile strength of bituminous specimens EN 12697-24, Bituminous mixtur
27、es 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 asphalt Part 26: Stiffness EN 12697-27, Bituminous mixtures Test methods for
28、 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 methods for hot mix asphalt Part 29: Determination of the dimensions of
29、 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 asphalt Part 31: Specimen preparation by gyratory compactor EN 12697-32, Bituminous mixtures Test metho
30、ds 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, Bituminous mixtures Test methods for hot mix asphalt Part 34: Marshall tes
31、t 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: Determination of the thickness of a bituminous pavement EN 12697-33:2003+A1:2007 (E) 5 EN 12697-37, Bituminous mixtures Test metho
32、ds 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 con
33、tent 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 o
34、f 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
35、 CEN/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, Lithuani
36、a, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. EN 12697-33:2003+A1:2007 (E) 6 1 Scope This European Standard specifies the methods for compacting parallelepipedal specimens (slabs) of bituminous mixtures, to be
37、 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 controlled compaction energy, or until a specified volume and therefore void content is obtained. This European Standard describes the followin
38、g methods of compaction: pneumatic tyre method, steel roller method, sliding plates method. This European Standard is applicable to bituminous mixtures manufactured in the laboratory or in a mixing plant. 2 Normative references This European Standard incorporates by dated or undated reference, provi
39、sions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it b
40、y amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 12697-27, Bituminous mixtures Test methods for hot mix asphalt Part 27: Sampling. !EN 12697-35:2004+A1“, Bituminous mixtures Test methods for hot mix asphalt Part 35:
41、Laboratory mixing. 3 Terms, definitions, symbols and abbreviations 3.1 Terms and definitions For the purposes of this European Standard, the following terms and definitions 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 t
42、he 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 1) 3.1.4 lateral translation distance a between the slab axis and the lateral axis EN 12697-33:2003+A1:2007 (E) 7 Key 1 Axis 2 Lateral a
43、xis 3 Left side 4 Right side 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 po
44、sition lateral axis nearest 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
45、 slab remains constant during 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
46、 millimetres (mm); 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); mis the maximum density of bituminous mixture, in kilograms per cubic metre (kg/m3); is the voids content in slab, in percent (%); F is the load applied
47、 onto wheels or roller, in kilonewton (kN); b is the width of the roller, in millimetres (mm); D is the diameter of the wheel(s) or roller, in millimetres (mm); Vtis the velocity of longitudinal translation of wheel(s), in millimetres per second (mm/s); npis the number of passes; a is the extent of
48、lateral translation, in millimetres (mm); e is the final thickness of slab, in millimetres (mm); w is the width of the sliding plates, in millimetres (mm); t is the thickness of the sliding plates, in millimetres (mm); n is the number of sliding plates. 4 Principle A given mass of bituminous mixture
49、 is compacted in a rectangular mould under a load applied by a smooth steel roller or equivalent, or by one or more wheel(s) fitted with pneumatic tyres. The smooth steel roller may run directly on the bituminous mixture, or on a number of vertical sliding plates, which apply a kneading action to the mixture. The wheel(s) or roller performs passes at constant velocity, a
