CEN TS 12697-51-2017 Bituminous mixtures - Test methods - Part 51 Surface shear strength test.pdf

1、Bituminous mixtures - Test methodsPart 51: Surface shear strength testPD CEN/TS 1269751:2017BSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06TECHNICAL SPECIFICATION SPCIFICATION TECHNIQUE TECHNISCHE SPEZIFIKATION CEN/TS 12697-51 August 2017 ICS 93.080.20 English Versi

2、on Bituminous mixtures - Test methods - Part 51: Surface shear strength test Mlanges bitumineux - Mthodes dessai - Partie 51: Essai de rsistance au cisaillement Asphalt - Prfverfahren - Teil 51: Scherfestigkeitsprfung fr Asphaltdecken This Technical Specification (CEN/TS) was approved by CEN on 20 A

3、pril 2015 for provisional application. The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit their comments, particularly on the question whether the CEN/TS can be converted into a European Standard. CEN members are

4、required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS available promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS) until the final decision about the possible

5、 conversion of the CEN/TS into an EN is reached. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuani

6、a, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 1

7、7, B-1000 Brussels 2017 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. CEN/TS 12697-51:2017 ENational forewordThis Published Document is the UK implementation of CEN/TS 1269751:2017.The UK participation in its preparation was entrust

8、ed 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 include all the necessary provisions of a contract. Users are responsible for its correct application. The Britis

9、h Standards Institution 2017 Published by BSI Standards Limited 2017ISBN 978 0 580 88311 8ICS 93.080.20Compliance with a British Standard cannot confer immunity from legal obligations.This Published Document was published under the authority of the Standards Policy and Strategy Committee on 31 Augus

10、t 2017.Amendments/corrigenda issued since publicationDate Text affectedPUBLISHED DOCUMENTPD CEN/TS 1269751:2017TECHNICAL SPECIFICATION SPCIFICATION TECHNIQUE TECHNISCHE SPEZIFIKATION CEN/TS 12697-51 August 2017 ICS 93.080.20 English Version Bituminous mixtures - Test methods - Part 51: Surface shear

11、 strength test Mlanges bitumineux - Mthodes dessai - Partie 51: Essai de rsistance au cisaillement Asphalt - Prfverfahren - Teil 51: Scherfestigkeitsprfung fr Asphaltdecken This Technical Specification (CEN/TS) was approved by CEN on 20 April 2015 for provisional application. The period of validity

12、of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit their comments, particularly on the question whether the CEN/TS can be converted into a European Standard. CEN members are required to announce the existence of this CEN/TS in the same

13、way as for an EN and to make the CEN/TS available promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS) until the final decision about the possible conversion of the CEN/TS into an EN is reached. CEN members a

14、re the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, R

15、omania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT 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

16、form and by any means reserved worldwide for CEN national Members. Ref. No. CEN/TS 12697-51:2017 EPD CEN/TS 1269751:2017CEN/TS 12697-51:2017 (E) 2 Contents Page European foreword . 3 1 Scope 6 2 Normative references 6 3 Terms and definitions . 6 4 Principle . 6 5 Apparatus . 7 6 Materials . 7 7 Proc

17、edure. 8 7.1 Site 8 7.2 In situ procedure . 8 7.3 Laboratory procedure . 9 7.4 Conditioning procedure . 10 8 Calculation and expression of results . 10 9 Test report 11 10 Precision 12 Annex A (informative) Examples of typical failure modes . 13 PD CEN/TS 1269751:2017CEN/TS 12697-51:2017 (E) 3 Europ

18、ean foreword This document (CEN/TS 12697-51:2017) has been prepared by Technical Committee CEN/TC 227 “Road materials”, the secretariat of which is held by DIN. 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

19、 responsible for identifying any or all such patent rights. This Technical Specification 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 Part 2: Determination

20、 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 Part 4: Bitumen recovery: Fractionating column EN 12697-5, Bituminous mixtures Test methods for hot mix asphalt Par

21、t 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: Determination of bulk density of bituminous specimens by g

22、amma rays EN 12697-8, Bituminous mixtures Test methods for hot mix asphalt Part 8: Determination of void characteristics of bituminous specimens EN 12697-10, Bituminous mixtures Test methods for hot mix asphalt Part 10: Compactability EN 12697-11, Bituminous mixtures Test methods for hot mix asphalt

23、 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 methods for hot mix asphalt Part 13: Temperature measu

24、rement EN 12697-14, Bituminous mixtures 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 EN 12697-16, Bituminous mixtures Test methods for hot mix asphalt Part 16: Abrasion

25、by studded tyres PD CEN/TS 1269751:2017CEN/TS 12697-51:2017 (E) 4 EN 12697-17, Bituminous mixtures Test methods for hot mix asphalt 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 f

26、or 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 cylindrical specimens (CY) EN 12697-21, Bituminous mixtures Test methods for hot mix asphalt Part 21: Indentation using plate specimens EN 12697-2

27、2, 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 mixtures Test methods for hot mix asphalt Part 24:

28、 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 hot mix asphalt Part 27: Sampling EN 12697-

29、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 method for hot mix asphalt Part 29: Determination of the dimensions of a bituminous specimen EN 12697-30, Bituminou

30、s 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 methods for hot mix asphalt Part 32: Laboratory co

31、mpaction 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 test EN 12697-35, Bituminous mixtures Test metho

32、ds 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 PD CEN/TS 1269751:2017CEN/TS 12697-51:2017 (E) 5 EN 12697-37, Bituminous mixtures Test methods for hot mix asphalt Part 37: Hot sand test f

33、or the adhesivity of binder on precoated 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 content by ignition EN 12697-40, Bituminous mixture

34、s 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 de-icing fluids EN 12697-42, Bituminous mixtures Test methods for hot mix asphalt Part 42: Amount of foreign matter in reclaimed asphalt EN 12697-

35、43, Bituminous mixtures Test methods for hot mix asphalt Part 43: Resistance to fuel EN 12697-44, Bituminous mixtures Test methods for hot mix asphalt Part 44: Crack propagation by semi-circular bending test EN 12697-45, Bituminous mixtures Test methods for hot mix asphalt Part 45: Saturation Ageing

36、 Tensile Stiffness (SATS) conditioning test EN 12697-46, Bituminous mixtures Test methods for hot mix asphalt Part 46: Low temperature cracking and properties by uniaxial tension tests EN 12697-47, Bituminous mixtures Test methods for hot mix asphalt Part 47: Determination of the ash content of natu

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

38、cuffing CEN/TS 12697-51, Bituminous mixtures Test methods Part 51: Surface shear strength test CEN/TS 12697-52, Bituminous mixtures Test methods Part 52: Conditioning to address oxidative ageing prEN 12697-53, Bituminous mixtures Test methods Part 53: Cohesion increase by spreadability-meter method

39、According to the CEN/CENELEC Internal Regulations, the national standards organisations of the following countries are bound to announce this Technical Specification: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France

40、, 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. PD CEN/TS 1269751:2017CEN/TS 12697-51:2017 (E) 6 1 Scope This Technical Sp

41、ecification describes a test method for measuring the surface shear strength for airfield surface courses, which is a measure of the robustness of asphalt surface courses against shearing. The surface shear strength will depend on the depth of the surface course together with the properties of the s

42、urface course material. The binder course material and any bonding agent applied between the two layers may have an influence on the test result for, in particular, ultra-thin surface course. NOTE The test was designed for use on airfield runways and taxiways. 2 Normative references The following do

43、cuments, in whole or in part, 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 12697-27, Bituminous

44、 mixtures - Test methods - Part 27: Sampling 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 surface shear strength torsional strength around the circumference of loading within the surface course and, possibly, a combination of the rotationa

45、l shear strength between layers of an asphalt pavement and the torsional strength around the circumference of loading within the binder course Note 1 to entry: The surface shear strength will depend on the thickness of the surface course together with the properties of the surface course material, t

46、he binder course material and any bonding agent applied between the two layers. Note 2 to entry: The depth of the surface course will determine the extent to which the test measures the rotational shear strength between layers of an asphalt pavement or the torsional strength around the circumference

47、 of loading within the surface course. The greater the thickness, the less the test will measure rotational shear strength between layers. Note 3 to entry: If the thickness of the surface course is sufficiently shallow and the torsional strength of the binder course is sufficiently less than that of

48、 the surface course, the failure plane could go through the binder course. 3.2 surface course top layer of an asphalt pavement 3.3 binder course layer below the surface course, irrespective of whether it was originally intended to be the binder course and whether or not it is an asphalt layer 4 Principle A 100 mm diameter plate is bonded to the surface course and rotated using a torque meter to determine the torsional strength of the top layer and, in the case of ultra-thin surface courses, the rotational shear strength between layers. The test