EN 12697-22-2007 en Bituminous mixtures - Test methods for hot mix asphalt - Part 22 Wheel tracking (Incorporates Amendment A1 2007)《沥青混合物 热混合沥青的试验方法 第22部分 轮迹 包含修改件A1》.pdf

1、BRITISH STANDARDBS EN 12697-22:2003Incorporating amendment no. 1Bituminous mixtures Test methods for hot mix asphalt Part 22: Wheel trackingThe European Standard EN 12697-22:2003, incorporating amendment A1:2007, has the status of a British StandardICS 93.080.20g49g50g3g38g50g51g60g44g49g42g3g58g44g

2、55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58BS EN 12697-22:2003This British Standard was published under the authority of the Standards Policy and Strategy Committee on 14 January 20

3、04 BSI 2007ISBN 978 0 580 59829 6National forewordThis British Standard is the UK implementation of EN 12697-22:2003, 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 as

4、phalt.A list of organizations 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 immun

5、ity from legal obligations.Amendments issued since publicationAmd. No. Date Comments17284 31 August 2007 Implementation of CEN amendment A1:2007EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12697-22:2003+A1 July 2007 ICS 93.080.20 Supersedes EN 12697-22:2003English Version Bituminous mixtures

6、 - Test methods for hot mix asphalt - Part 22: Wheel tracking Mlanges bitumineux - Mthodes dessai pour mlange hydrocarbon chaud - Partie 22: Essai dornirage Asphalt - Prfverfahren fr Heiasphalt - Teil 22: Spurbildungstest This European Standard was approved by CEN on 21 November 2003 and includes Am

7、endment 1 approved by CEN on 16 May 2007. 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 national standard without any alteration. Up-to-date lists and bibliographical references concerning su

8、ch national standards may be obtained on application to the CEN Management Centre 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 langua

9、ge and notified to the CEN Management Centre has the same status as the official versions. 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, Lux

10、embourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, 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

11、rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-22:2003+A1:2007: EEN 12697-22:2003+A1:2007 (E) 2 Contents Page Foreword3 1 Scope 6 2 Normative references 6 3 Terms and definitions .6 4 Symbols and abbreviated terms 8 5 Principle9 6 A

12、pparatus .9 6.1 Large size devices .9 6.2 Extra large Devices10 6.3 Small size devices .11 6.4 Small-size devices for use with cores .12 7 Sampling and sample preparation.13 7.1 Sampling and manufacture.13 7.2 Thickness and surface regularity.15 7.3 Transport and storage of unmounted specimens15 7.4

13、 Sample preparation .15 8 Procedure for carrying out a single measurement 16 8.1 Large size devices .16 8.2 Extra-large size device 17 8.3 Small size devices .17 9 Calculation and expression of results.18 9.1 Large size devices .18 9.2 Extra-large size device 19 9.3 Small size devices .20 10 Test re

14、port 22 10.1 Obligatory information 22 10.2 Complementary information.24 11 Precision.24 11.1 General24 11.2 Laboratory prepared samples, proportional rut depth, large size devices .24 11.3 Samples cored from a pavement and laboratory prepared samples, wheel-tracking rate, small-size devices, condit

15、ioning in air 24 Bibliography29 EN 12697-22:2003+A1:2007 (E) 3 Foreword This document (EN 12697-22:2003+A1:2007) 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, eit

16、her 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 document includes Amendment 1, approved by CEN on 2007-05-16. This document supersedes EN 12697-22:2003. The start and fi

17、nish of text introduced or altered by amendment is indicated in the text by tags ! “. This European Standard is one of a series of standards 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 f

18、or hot mix asphalt Part 2: Determination of particle size distribution EN 12697-3, Bituminous mixtures 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

19、-5, 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

20、: Determination 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 r

21、eference 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 aggregates and bitumen EN 12697-12, Bituminous mixtures Test methods for hot mix

22、 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 asphalt Part 14: Water content EN 12697-22:2003+A1:2007 (E) 4

23、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 methods for hot mix asphalt Part 17: Part

24、icle 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 Test methods for hot mix asphalt Part 2

25、0: 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, Bituminous mixtures Test methods for hot

26、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: Cyclic compression test EN 12697-26,

27、 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 determining binder content, water content

28、 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 EN 12697-31, Bituminous mixtures Test m

29、ethods 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 methods for hot mix asphalt Part 33: Spe

30、cimen 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 for hot mix asphalt Part 36: Determin

31、ation 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 pre-coated chippings for HRA EN 12697-22:2003+A1:2007 (E) 5 EN 12697-38, Bituminous mixtures Test methods for hot mix asphalt Part

32、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 Requirements In situ drainability EN 12697-41, Bituminous mixtures Test methods for hot mix asphalt Part 41: Resistance to deici

33、ng fluids EN 12697-42, Bituminous mixtures Test methods for hot mix asphalt Part 42: Amount of coarse foreign matter in reclaimed asphalt EN 12697-43, Bituminous mixtures Test methods for hot mix asphalt Part 43: Resistance to fuel !deleted text“ For the small-size device, the use of a wheel fitted

34、with a solid rubber tyre is specified. Depending on the result of on-going research, the use of a steel wheel may be accepted. This document includes a bibliography. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implem

35、ent this European Standard: 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, Sweden, Switzerland a

36、nd United Kingdom. EN 12697-22:2003+A1:2007 (E) 6 1 Scope This European Standard describes test methods for determining the susceptibility of bituminous materials to deform under load. The test is applicable to mixtures with upper sieve size less than or equal to 32 mm. The tests are applicable to s

37、pecimens that have either been manufactured in a laboratory or cut from a pavement; test specimens are held in a mould with their surface flush with the upper edge of the mould. The susceptibility of bituminous materials to deform is assessed by the rut formed by repeated passes of a loaded wheel at

38、 constant temperature. Three alternative types of device can be used according to this standard: large-size devices, extra large-size devices and small-size devices. With large-size devices and extra large-size devices, the specimens are conditioned in air during testing. With small-size devices, sp

39、ecimens are conditioned, in either air or water. NOTE Large-size and extra large-size devices are not suitable for use with cylindrical cores. 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are

40、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 by amendment or revision. For undated references the latest edi

41、tion of the publication referred to applies (including amendments). !EN 12697-6:2003+A1“, 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

42、 density of bituminous specimens by gamma rays. EN 12697-27, Bituminous mixtures Test methods for hot mix asphalt Part 27: Sampling. !EN 12697-32:2003+A1“, Bituminous mixtures Test methods for hot mix asphalt Part 32: Laboratory compaction of bituminous mixtures by vibratory compactor. !EN 12697-33:

43、2003+A1, Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen preparation by roller compactor.“ !EN 12697-35:2004+A1“, Bituminous mixtures Test methods for hot mix asphalt Part 35: Laboratory mixing. ISO 48, Rubber, vulcanised or thermoplastic Determination of hardness (hardness be

44、tween 10 IRHD and 100 IRHD). ISO 7619, Rubber Determination of indentation hardness by means of pocket hardness meters. 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply. 3.1 nominal thickness for laboratory prepared specimens, target thick

45、ness, in millimetres, to which the specimens are to be prepared EN 12697-22:2003+A1:2007 (E) 7 3.2 rut depth reduction in the thickness of a test specimen, in millimetres, caused by repeated passes of a loaded wheel 3.3 test surface surface of the test specimen on which the loaded wheel runs 3.4 sin

46、gle test result value obtained by applying this European Standard, once, to a single test portion 3.5 test portion for this test, a test portion to represent one material shall consist of a set of: Table 1 Minimum set of specimen Device Minimum set of test specimen Large or extra-large size device 2

47、 Small size model A testing in air 6 Small size model B testing in air 2 Small size model B testing in water 2 3.6 tyre track impression of the tyre on a flat surface when a vertical load is applied 3.7 load cycle two passes (outward and return) of the loaded wheel EN 12697-22:2003+A1:2007 (E) 8 4 S

48、ymbols and abbreviated terms Table 2 Symbols and abbreviated terms Symbol Definition Unit mij local distance between a reference plane and the j specified location of the upper face of the test piece at the time of the i measurement sequence (large device) NOTE j varies between 1 and 15. mm m0j init

49、ial measurement at the j location Pi measured proportional rut depth calculated as the average depth of a rut at the i measurement sequence measured at predetermined points or the average of predetermined stretch (large size device) or the average of predetermined cross-sections (extra-large device) as a proportion of the thickness of the test specimen % h specimen t