EN 12697-17-2017 en Bituminous mixtures - Test methods - Part 17 Particle loss of porous asphalt specimens《沥青混合物-试验方法-第17部分 多孔沥青试样的颗粒损失》.pdf

1、BS EN 12697-17:2017Bituminous mixtures Test methodsPart 17: Particle loss of porous asphalt specimensBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 12697-17:2017 BRITISH STANDARDNational forewordThis British Standard is the UK implementation of EN 12697-17:201

2、7. It supersedes BS EN 12697-17:2004 which is withdrawn.The UK participation in its preparation was entrusted to Technical Committee B/510/1, Asphalt products.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to includ

3、e all the necessary provisions of a contract. Users are responsible for its correct application. The British Standards Institution 2017.Published by BSI Standards Limited 2017ISBN 978 0 580 91781 3 ICS 93.080.20 Compliance with a British Standard cannot confer immunity from legal obligations.This Br

4、itish Standard was published under the authority of the Standards Policy and Strategy Committee on 28 February 2017.Amendments/corrigenda issued since publicationDate T e x t a f f e c t e dBS EN 12697-17:2017EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12697-17 February 2017 ICS 93.080.20 S

5、upersedes EN 12697-17:2004+A1:2007English Version Bituminous mixtures - Test methods - Part 17: Particle loss of porous asphalt specimens Mlanges bitumineux - Mthodes dessai - Partie 17 : Perte de matriau des prouvettes denrob drainantAsphalt - Prfverfahren - Teil 17: Kornverlust von Probekrpern aus

6、 offenporigem Asphalt This European Standard was approved by CEN on 25 December 2016. 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

7、and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC 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 th

8、e responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugos

9、lav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT

10、EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2017 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12697-17:2017 EBS EN 12697-17:2017EN 12697-17:2017 (E) 2

11、Contents Page European foreword . 3 1 Scope 7 2 Normative references 7 3 Apparatus . 7 4 Preparation of test specimens 8 5 Procedure. 8 6 Calculation . 9 7 Test report . 9 8 Precision 10 BS EN 12697-17:2017EN 12697-17:2017 (E) 3 European foreword This document (EN 12697-17:2017) has been prepared by

12、 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, either by publication of an identical text or by endorsement, at the latest by August 2017, and conflicting national standards shall be

13、withdrawn at the latest by August 2017. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 12697-17:2004+A1:2007. Compared w

14、ith EN 12697-17:2004+A1:2007 the following changes have been made: a) change from size (diameter/height of specimen) to mass for the suitability of specimen (4.2); b) Clause 4.3, changed to description of manufacturing and coring when using asphalt with aggregate size larger than 16 mm. Text from (4

15、.3) transferred to (4.4) with addition of reference to EN 12697-5 for determination of maximum density; c) New clause 4.5; detailed definition of the storage time with addition of explaining NOTE; d) age of specimen and storage conditions added to the test report (Clause 7); e) Clause 6.3, including

16、 NOTE, deleted. The void content and density shall always be reported. (NOTE transferred to 4.4); f) Clause 7. Bullet point e) “if required” deleted. To be in line with the deletion of clause 6.3. This document has been prepared under a mandate given to CEN by the European Commission and the Europea

17、n Free Trade Association. This European Standard is one of a series of standards as listed below: EN 12697-1, Bituminous mixtures Test methods Part 1: Soluble binder content EN 12697-2, Bituminous mixtures Test methods Part 2: Determination of particle size distribution EN 12697-3, Bituminous mixtur

18、es Test methods Part 3: Bitumen recovery: Rotary evaporator EN 12697-4, Bituminous mixtures Test methods Part 4: Bitumen recovery: Fractionating column EN 12697-5, Bituminous mixtures Test methods Part 5: Determination of the maximum density EN 12697-6, Bituminous mixtures Test methods Part 6: Deter

19、mination of bulk density of bituminous specimens EN 12697-7, Bituminous mixtures Test methods Part 7: Determination of bulk density of bituminous specimens by gamma rays BS EN 12697-17:2017EN 12697-17:2017 (E) 4 EN 12697-8, Bituminous mixtures Test methods Part 8: Determination of void characteristi

20、cs of bituminous specimens EN 12697-10, Bituminous mixtures Test methods Part 10: Compactability EN 12697-11, Bituminous mixtures Test methods Part 11: Determination of the affinity between aggregate and bitumen EN 12697-12, Bituminous mixtures Test methods Part 12: Determination of the water sensit

21、ivity of bituminous specimens EN 12697-13, Bituminous mixtures Test methods Part 13: Temperature measurement EN 12697-14, Bituminous mixtures Test methods Part 14: Water content EN 12697-15, Bituminous mixtures Test methods Part 15: Determination of the segregation sensitivity EN 12697-16, Bituminou

22、s mixtures Test methods Part 16: Abrasion by studded tyres EN 12697-17, Bituminous mixtures Test methods Part 17: Particle loss of porous asphalt specimen EN 12697-18, Bituminous mixtures Test methods Part 18: Binder drainage EN 12697-19, Bituminous mixtures Test methods Part 19: Permeability of spe

23、cimen EN 12697-20, Bituminous mixtures Test methods Part 20: Indentation using cube or cylindrical specimens (CY) EN 12697-21, Bituminous mixtures Test methods Part 21: Indentation using plate specimens EN 12697-22, Bituminous mixtures Test methods Part 22: Wheel tracking EN 12697-23, Bituminous mix

24、tures Test methods Part 23: Determination of the indirect tensile strength of bituminous specimens EN 12697-24, Bituminous mixtures Test methods Part 24: Resistance to fatigue EN 12697-25, Bituminous mixtures Test methods Part 25: Cyclic compression test EN 12697-26, Bituminous mixtures Test methods

25、 Part 26: Stiffness EN 12697-27, Bituminous mixtures Test methods Part 27: Sampling EN 12697-28, Bituminous mixtures Test methods Part 28: Preparation of samples for determining binder content, water content and grading EN 12697-29, Bituminous mixtures Test methods Part 29: Determination of the dime

26、nsions of a bituminous specimen EN 12697-30, Bituminous mixtures Test methods Part 30: Specimen preparation by impact compactor BS EN 12697-17:2017EN 12697-17:2017 (E) 5 EN 12697-31, Bituminous mixtures Test methods Part 31: Specimen preparation by gyratory compactor EN 12697-32, Bituminous mixtures

27、 Test methods Part 32: Laboratory compaction of bituminous specimens by vibratory compactor EN 12697-33, Bituminous mixtures Test methods Part 33: Specimen prepared by roller compactor EN 12697-34, Bituminous mixtures Test methods Part 34: Marshall test EN 12697-35, Bituminous mixtures Test methods

28、Part 35: Laboratory mixing EN 12697-36, Bituminous mixtures Test methods Part 36: Determination of the thickness of a bituminous pavement EN 12697-37, Bituminous mixtures Test methods Part 37: Hot sand test for the adhesivity of binder on precoated chippings for HRA EN 12697-38, Bituminous mixtures

29、Test methods Part 38: Common equipment and calibration EN 12697-39, Bituminous mixtures Test methods Part 39: Binder content by ignition EN 12697-40, Bituminous mixtures Test methods Part 40: In situ drainability EN 12697-41, Bituminous mixtures Test methods Part 41: Resistance to de-icing fluids EN

30、 12697-42, Bituminous mixtures Test methods Part 42: Amount of foreign matters in reclaimed asphalt EN 12697-43, Bituminous mixtures Test methods Part 43: Resistance to fuel EN 12697-44, Bituminous mixtures Test methods Part 44: Crack propagation by semi-circular bending test EN 12697-45, Bituminous

31、 mixtures Test methods Part 45: Saturation ageing tensile stiffness (SATS) conditioning test EN 12697-46, Bituminous mixtures Test methods Part 46: Low temperature cracking and properties by uniaxial tension tests EN 12697-47, Bituminous mixtures Test methods Part 47: Determination of the ash conten

32、t of natural asphalts prEN 12697-48, Bituminous mixtures Test methods for hot mix asphalt Part 48: Interlayer Bonding EN 12697-49, Bituminous mixtures Test methods Part 49: Determination of friction after polishing CEN/TS 12697-50, Bituminous mixtures Test methods Part 50: Resistance to scuffing BS

33、EN 12697-17:2017EN 12697-17:2017 (E) 6 FprCEN/TS 12697-51, Bituminous mixtures Test methods Part 51: Surface shear strength test1) FprCEN/TS 12697-52, Bituminous mixtures Test methods Part 52: Conditioning to address oxidative ageing prEN 12697-53, Bituminous mixtures Test methods Part 53: Cohesion

34、increase by spreadability-meter method According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugo

35、slav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. 1In preparation. BS EN 12697-17:2017EN 1

36、2697-17:2017 (E) 7 1 Scope This European Standard specifies a test method for determining the particle loss of porous asphalt mixtures. Particle loss is assessed by the loss of mass of porous asphalt samples after turns in the Los Angeles machine. This test enables the estimation of the abrasion res

37、istance of porous asphalt. The test applies to laboratory compacted cylindrical specimens of porous asphalt mixtures, the upper sieve size of which does not exceed 22,4 mm. It does not reflect the abrasive effect by studded tyres. 2 Normative references The following documents, in whole or in part,

38、are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1097-2, Tests for mechanical and physical properti

39、es of aggregates - Part 2: Methods for the determination of resistance to fragmentation EN 12697-5, 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

40、 density of bituminous specimens EN 12697-8, Bituminous mixtures - Test methods for hot mix asphalt - Part 8: Determination of void characteristics of bituminous specimens EN 12697-30, Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactor EN 12697

41、-31, Bituminous mixtures - Test methods for hot mix asphalt - Part 31: Specimen preparation by gyratory compactor EN 12697-35, Bituminous mixtures - Test methods - Part 35: Laboratory mixing 3 Apparatus 3.1 Los-Angeles-machine, as specified in EN 1097-2. 3.2 Thermometer, capable of covering the test

42、 temperature range with an accuracy of 0,5 C. 3.3 Chamber, room or enclosure, large enough for the Los-Angeles-machine. During the test, the air temperature in the chamber shall remain constant to the test temperature 2 C. The air temperature shall be measured near the Los-Angeles-machine. 3.4 Oven,

43、 equipped with a closed ventilation system or a chamber fitted with a thermostatic control to maintain the test temperature constant in the vicinity of the samples, stored prior to the test, to 1 C. 3.5 Balances, of suitable capacity for the mass to be weighed with an accuracy of 0,1 % and a resolut

44、ion of 0,1 g. BS EN 12697-17:2017EN 12697-17:2017 (E) 8 4 Preparation of test specimens 4.1 At least five specimens shall be prepared for each sample tested. 4.2 The cylindrical specimens shall have a mass of (1,0 0,2) kg. The asphalt shall be mixed in accordance with EN 1269735 and specimens compac

45、ted as specified in EN 1269730, compacted by 2 50 blows, or EN 1269731, compacted by 40 gyrations. NOTE 1 The compaction method has an influence on the result. NOTE 2 For mixtures with a bulk density of approximately 2,0 Mg/m3, specimens with a diameter of (100 3) mm and a height of (63,5 2,5) mm sh

46、ould comply. 4.3 When using asphalt with an aggregate size greater than 16 mm, larger samples shall be manufactured and cored to achieve the correct size. 4.4 After the specimens have been compacted and removed from the mould, their bulk density and void content, shall be determined in accordance wi

47、th EN 12697-6 (Procedure D: bulk density by dimensions) and EN 12697-8, respectively. Maximum density is determined in accordance with EN 12697-5. NOTE The density of the specimens can affect the result because the mass of a specimen will influence the impact force imparted on contact during the tes

48、t, particularly when asphalt with aggregates of high or low density is tested. 4.5 Prior to the start of testing, the specimens shall be stored on a flat surface at a temperature of not more than 25 C for between 48 h and 42 days from the time of their manufacture. NOTE The storage time influences the mechanical properties of the specimen. For test purposes other than for Type testing, different storage times may be applied. 5 Procedure 5.1 The test temperature shall be defined and maintained in the chamber during the test with an uncerta