EN 12697-10-2001 en Bituminous Mixtures - Test Methods for Hot Mix Asphalt - Part 10 Compactability (Incorporating corrigendum February 2007)《沥青混合料 热拌合沥青试验方法 第10部分 压实度》.pdf

1、BRITISH STANDARD BS EN 12697-10:2002 Incorporating corrigendum no. 1 Bituminous mixtures Test methods for hot mix asphalt Part 10: Compactibility The European Standard EN 12697-10:2001 has the status of a British Standard ICS 93.080.20 BS EN 12697-10:2002 This British Standard, having been prepared

2、under the direction of the Sector Policy and Strategy Committee for Building and Civil Engineering, was published under the authority of the Standards Policy and Strategy Committee on 28 January 2002 BSI 2007 ISBN 0 580 38964 2 National foreword This British Standard was published by BSI. It is the

3、UK implementation of EN 12697-10:2001, incorporating corrigendum February 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 organizations represented on this subcommittee can be

4、 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 obligations. Amendments issued since publication Amd

5、. No. Date Comments 17052 Corrigendum No. 1 30 March 2007 Corrections to Clauses 5.2.1 and 6.1.1EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12697-10 November 2001 ICS 93.080.20 English version Bituminous mixtures Test methods for hot mix asphalt Part 10: Compactibility Mlanges bitumineux Mt

6、hodes dessai pour mlange hydrocarbon chaud Partie 10: Compactabilit Asphalt Prfverfahren fr Heiasphalt Teil 10: Verdichtbarkeit This European Standard was approved by CEN on 14 October 2001. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for

7、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 Management Centre or to any CEN member. This European Standard exists in three official ver

8、sions (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 Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, C

9、zech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de

10、Stassart, 36 B-1050 Brussels 2001 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-10:2001 E IncorporatingcorrigendumFebruary2007EN 12697-10:2001 (E) 2 Contents Page Foreword 3 1 Scope .5 2 Normative references5 3 Terms and de

11、finitions.5 4 Principle.6 5 Apparatus 7 6 Test procedure 7 7 Calculation and expression of results.8 8 Test report .10 9 Precision11EN 12697-10:2001 (E) 3 Foreword This European Standard has been prepared by Technical Committee CEN/TC 227, Road materials, the Secretariat of which is held by DIN. Thi

12、s 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 May 2002, and conflicting national standards shall be withdrawn at the latest by August 2005. This European Standard is one of a series of standards as

13、 listed below. EN 12697-1, Bituminous mixtures Test methods for hot mix asphalt Part 1: Soluble binder content. prEN 12697-2, Bituminous mixtures Test methods for hot mix asphalt Part 2: Particle size distribution. EN 12697-3, Bituminous mixtures Test methods for hot mix asphalt Part 3: Bitumen reco

14、very: Rotary evaporator. EN 12697-4, Bituminous mixtures Test methods for hot mix asphalt Part 4: Bitumen recovery: Fractionating column. prEN 12697-5, Bituminous mixtures Test methods for hot mix asphalt Part 5: Determination of the maximum density. prEN 12697-6, Bituminous mixtures Test methods fo

15、r hot mix asphalt Part 6: Determination of bulk density of bituminous specimen by hydro-static method. prEN 12697-7, Bituminous mixtures Test methods for hot mix asphalt Part 7: Determination of bulk density of bituminous specimens by gamma rays. prEN 12697-8, Bituminous mixtures Test methods for ho

16、t mix asphalt Part 8: Determination of the air voids content of bituminous materials. prEN 12697-9, Bituminous mixtures Test methods for hot mix asphalt Part 9: Determination of the reference density, gyrator compactor. EN 12697-10, Bituminous mixtures Test methods for hot mix asphalt Part 10: Compa

17、ctibility. prEN 12697-11, Bituminous mixtures Test methods for hot mix asphalt Part 11: Determination of the compatibility between aggregate and bitumen. prEN 12697-12, Bituminous mixtures Test methods for hot mix asphalt Part 12: Determination of the water sensitivity of bituminous specimen. EN 126

18、97-13, 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. prEN 12697-15, Bituminous mixtures Test methods for hot mix asphalt Part 15: Determination of the segregation sensit

19、ivity of bituminous mixtures. prEN 12697-16, Bituminous mixtures Test methods for hot mix asphalt Part 16: Abrasion by studded tyres. prEN 12697-17, Bituminous mixtures Test methods for hot mix asphalt Part 17: Partial loss of porous asphalt specimen. prEN 12697-18, Bituminous mixtures Test methods

20、for hot mix asphalt Part 18: Binder drainage from porous asphalt.EN 12697-10:2001 (E) 4 prEN 12697-19, Bituminous mixtures Test methods for hot mix asphalt Part 19: Permeability of specimen. prEN 12697-20, Bituminous mixtures Test methods for hot mix asphalt Part 20: Indentation using cube or marsha

21、ll specimen. prEN 12697-21, Bituminous mixtures Test methods for hot mix asphalt Part 21: Indentation using plate specimens. prEN 12697-22, Bituminous mixtures Test methods for hot mix asphalt Part 22: Wheel tracking. prEN 12697-23, Bituminous mixtures Test methods for hot mix asphalt Part 23: Deter

22、mination of the indirect tensile strength of bituminous specimens. prEN 12697-24, Bituminous mixtures Test methods for hot mix asphalt Part 24: Resistance to fatigue. prEN 12697-25, Bituminous mixtures Test methods for hot mix asphalt Part 25: Dynamic creep test. prEN 12697-26, Bituminous mixtures T

23、est 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 and grading. prEN 1

24、2697-29, Bituminous mixtures Test methods for hot mix asphalt Part 29: Determination of the dimensions of bituminous specimen. prEN 12697-30, Bituminous mixtures Test methods for hot mix asphalt Part 30: Specimen preparation, impact compactor. prEN 12697-31, Bituminous mixtures Test methods for hot

25、mix asphalt Part 31: Specimen preparation, gyratory compactor. prEN 12697-32, Bituminous mixtures Test methods for hot mix asphalt Part 32: Laboratory compaction of bituminous mixtures by a vibratory compactor. prEN 12697-33, Bituminous mixtures Test methods for hot mix asphalt Part 33: Specimen pre

26、paration, slab compactor. prEN 12697-34, Bituminous mixtures Test methods for hot mix asphalt Part 34: Marshall test. prEN 12697-35, Bituminous mixtures Test methods for hot mix asphalt Part 35: Laboratory mixing. prEN 12697-36, Bituminous mixtures Test methods for hot mix asphalt Part 36: Method fo

27、r the determination of the thickness of a bituminous pavement. prEN 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. The applicability of this European Standard is described in the product standards for

28、 bituminous materials. No existing European Standard is superseded. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, G

29、reece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and the United Kingdom.EN 12697-10:2001 (E) 5 1 Scope This European Standard describes three test methods for characterizing the compactibility of a bituminous mix, by the relation between its densi

30、ty or void content and the compaction energy applied to it, using an impact (Marshall) compactor, gyratory compactor, or a vibratory compactor. This European Standard applies to hot bituminous mixtures (both those prepared in laboratory and those resulting sampled from plant produced mixtures), with

31、 D not larger than 31,5 mm in accordance with prEN 13043 for the impact and gyratory compactors, and 40 mm for the vibratory compactor. The results of the test method serve to supplement the results of mixture design. 2 Normative references This European Standard incorporates, by dated or undated re

32、ference, provisions 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 incor

33、porated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). prEN 12697-5, Bituminous mixtures Test methods for hot mix asphalt Part 5: Determination of the maximum density. prEN 12697-6, Bituminous mixtures Test met

34、hods for hot mix asphalt Part 6: Determination of bulk density of bituminous specimen by hydro-static method. prEN 12697-8, Bituminous mixtures Test methods for hot mix asphalt Part 8: Determination of the air voids content of bituminous materials. prEN 12697-30, Bituminous mixtures Test methods for

35、 hot mix asphalt Part 30: Specimen preparation, impact compactor. prEN 12697-31:2000, Bituminous mixtures Test methods for hot mix asphalt Part 31: Specimen preparation, gyratory compactor. prEN 12697-32, Bituminous mixtures Test methods for hot mix asphalt Part 32: Laboratory compaction of bitumino

36、us mixtures by a vibratory compactor. prEN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas. ISO 5725, Accuracy (trueness and precision) of measurement methods and results. 3 Terms and definitions For the purposes of this European Stand

37、ard, the following terms and definitions apply. 3.1 soluble binder percentage by mass of extractable binder in an anhydrous sample determined by extracting the binder from the sample NOTE Extraction may be followed by binder recovery. 3.2 insoluble binder content percentage by mass of binder that ad

38、heres to the aggregate particles after extractionEN 12697-10:2001 (E) 6 3.3 precision closeness of agreement between independent test results obtained under stipulated conditions NOTE 1 Precision depends only on the distribution of random errors and does not relate to the true value or the specified

39、 value. NOTE 2 The measure of precision is usually expressed in terms of imprecision and computed as a standard deviation of the test results. Less precision is indicated by a larger standard deviation. NOTE 3 “Independent test results” means results obtained in a manner not influenced by any previo

40、us result on the same or similar test sample. Quantitative measures of precision depend critically on the stipulated conditions. Repeatability and reproducibility conditions are particular sets of extreme conditions. 3.4 repeatability precision under repeatability conditions 3.5 repeatability condit

41、ions conditions in which independent test results are obtained with the same method on identical test items in the same laboratory by the same operator using the same equipment within short intervals of time 3.6 repeatability limit value less than or equal to which the absolute difference between tw

42、o test results obtained under repeatability conditions may be expected to be with a probability of 95 % NOTE The symbol used for repeatability limit is r. 3.7 reproducibility precision under reproducibility conditions 3.8 reproducibility conditions conditions in which test results are obtained with

43、the same method on identical test items in different laboratories with different operators using different equipment 3.9 reproducibility limit value less than or equal to which the absolute difference between two test results obtained under reproducibility conditions may be expected to be with a pro

44、bability of 95 % NOTE The symbol used for reproducibility limit is R . 3.10 single test result value obtained by applying the standard test method fully, once to a single specimen may be the mean of two or more observations or the result of a calculation from a set of observations as specified by th

45、e standard test method 4 Principle The bituminous mixture is compacted at a prescribed temperature with varying compaction energies. One of two methods is used. In the first method two or more specimen are compacted with different amounts of compaction energy and their densities are measured. In the

46、 second method one specimen is used and its increase in density is determined after each stage of its compaction from its decrease in thickness. NOTE For impact compaction, both methods can be used. For gyratory compaction, the second method only is used. For vibratory compaction, the first method o

47、nly is used.EN 12697-10:2001 (E) 7 A graph is drawn of density (or voids content) against compaction energy. When the impact compaction is used, the compaction energy is characterized by the number of blows, when the gyratory compaction is used, by the number of gyrations and when the vibratory comp

48、actor is used, by the duration in seconds. A mathematical equation is derived from the experimental results, the parameters of which equation characterize the compactibility of the bituminous mixture. 5 Apparatus 5.1 Impact compaction 5.1.1 Different specimen for each level of compaction energy, recording increases in density 5.1.1.1 Marshall compactor in accordance with prEN 12697-30. 5.1.2 One specimen for all levels of compaction energy, recording decreases in thickness 5.1.2.1 Marshall compactor in accordance with prEN 12697-30. 5.1.2.2 Measuring device for automatically recording the th