EN 15626-2009 604 Bitumen and bituminous binders - Determination of adhesivity of cut-back and fluxed bituminous binders by water immersion test - Aggregate method《沥青和沥青粘合剂 用水浸入试验测.pdf

《EN 15626-2009 604 Bitumen and bituminous binders - Determination of adhesivity of cut-back and fluxed bituminous binders by water immersion test - Aggregate method《沥青和沥青粘合剂 用水浸入试验测.pdf》由会员分享，可在线阅读，更多相关《EN 15626-2009 604 Bitumen and bituminous binders - Determination of adhesivity of cut-back and fluxed bituminous binders by water immersion test - Aggregate method《沥青和沥青粘合剂 用水浸入试验测.pdf（14页珍藏版）》请在麦多课文档分享上搜索。

1、BS EN 15626:2009ICS 93.080.20NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDBitumen andbituminous binders Determination ofadhesivity of cut-backand fluxed bituminousbinders by waterimmersion test Aggregate methodCopyright European Committee for Standardization

2、Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-This British Standardwas published under theauthority of the StandardsPolicy and StrategyCommittee on 30 April2009 BSI 2009ISBN 978 0 580 58248 6Amendments/corrigenda issued since

3、 publicationDate CommentsBS EN 15626:2009National forewordThis British Standard is the UK implementation of EN 15626:2009.The UK participation in its preparation was entrusted to TechnicalCommittee PTI/13, Petroleum testing and terminology.A list of organizations represented on this committee can be

4、 obtained onrequest to its secretary.This publication does not purport to include all the necessary provisionsof a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunityfrom legal obligations.Copyright European Committee for Standardizat

5、ion Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 15626:2009EUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 15626March 2009ICS 93.080.20English VersionBitumen and bituminous binders - Determination of adhesivity ofcut

6、-back and fluxed bituminous binders by water immersion test- Aggregate methodBitumes et liants bitumineux - Dtermination de ladhsivitdes liants bitumineux fluidifis et fluxs par lessaidimmersion dans leau - Mthode utilisant des granulatsBitumen und Bitumenhaltige Bindemittel - Bestimmung desHaftverh

7、altens von verschnittenen und gefluxtenbitumenhaltigen Bindemitteln bei Wasserlagerung -Verfahren mit GesteinskrnungThis European Standard was approved by CEN on 17 January 2009.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this E

8、uropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This European Standard exists in three official versions (Engli

9、sh, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cy

10、prus, 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 COMMITTEE FOR STANDARDIZATIONCOMI

11、T EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: Avenue Marnix 17, B-1000 Brussels 2009 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15626:2009: ECopyright European Committee for Standardization Provided

12、by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 15626:2009EN 15626:2009 (E) 2 Contents Page Foreword 3 1 Scope 4 2 Normative references 4 3 Terms and definitions .4 4 Principle 5 5 Reagents and materials 5 6 Apparatus .5 7 Samplin

13、g .6 8 Procedure .6 9 Expression of results 8 10 Precision .9 11 Test reports 9 Annex A (informative) Guidance for the marking of coated surface area 10 Bibliography . 11 Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networkin

14、g permitted without license from IHS-,-,-BS EN 15626:2009EN 15626:2009 (E) 3 Foreword This document (EN 15626:2009) has been prepared by Technical Committee CEN/TC 336 “Bituminous binders”, the secretariat of which is held by AFNOR. This European Standard shall be given the status of a national stan

15、dard, either by publication of an identical text or by endorsement, at the latest by September 2009, and conflicting national standards shall be withdrawn at the latest by September 2009. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent ri

16、ghts. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus,

17、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 the United Kingdom. Copyright European Committee for Standard

18、ization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 15626:2009EN 15626:2009 (E) 4 1 Scope This document specifies a method for the determination of the adhesivity of cut-back and fluxed bituminous binders coated onto

19、aggregate when immersed in water. WARNING The use of this document may involve hazardous materials, operations and equipment. This standard does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this standard to establish appropriate s

20、afety and health practices and to determine the applicability of regulatory limitations prior to use. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the la

21、test edition of the referenced document (including any amendments) applies. EN 58, Bitumen and bituminous binders Sampling bituminous binders EN 12594, Bitumen and bituminous binders Preparation of test samples EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields

22、and other trafficked areas EN 13357, Bitumen and bituminous binders Determination of the efflux time of petroleum cut-back and fluxed bitumens EN 13702-1, Bitumen and bituminous binders Determination of dynamic viscosity of modified bitumen Part 1: Cone and plate method EN 14896, Bitumen and bitumin

23、ous binders Dynamic viscosity of bituminous emulsions, cut-back and fluxed bituminous binders Rotating spindle viscometer method prEN 15322, Bitumen and bituminous binders Framework for specifying cut-back and fluxed bituminous binders EN ISO 3696, Water for analytical laboratory use Specification a

24、nd test methods (ISO 3696:1987) 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 adhesion ability of a binder to coat the surface of an aggregate and to remain bonded over time in the presence of water 3.2 adhesivity qualitative assessment of

25、the measurement of adhesion 3.3 ambient temperature temperature between 18 C and 28 C Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 15626:2009EN 15626:2009 (E) 5 4 Princi

26、ple The binder is mixed thoroughly with a dry and clean reference aggregate under specified temperature conditions. After specified pre-conditioning procedures depending on the viscosity of the binder, the mixture is immersed in water in a glass container. After a given time under specified conditio

27、ns, the percentage of the aggregate surface covered with binder is assessed visually. 5 Reagents and materials 5.1 Reference aggregate, as light in colour as possible, or aggregate from a specific job site, which either passes through a sieve having a mesh size of 10 mm and is retained on a sieve ha

28、ving a mesh size of 6,3 mm (sieve sizes belonging to the “basic set plus set 2” sizes specified in EN 13043), or passes through a sieve having a mesh size of 11 mm and is retained on a sieve having a mesh size of 8 mm (sieve sizes belonging to the “basic set plus set 1” sizes specified in EN 13043)

29、NOTE Each country should define petrographically its own reference aggregates, for instance, in a national informative annex. 5.2 Water, distilled or deionised, conforming to EN ISO 3696, water quality 3. 5.3 Cleaning agents, conventionally used in a laboratory. 6 Apparatus 6.1 Ventilated oven, capa

30、ble of maintaining a temperature of (60 3) C. 6.2 Ventilated oven, capable of maintaining a temperature at 5 C for temperatures ranging from 30 C to 150 C. Temperature shall be checked in the surroundings of the sample. 6.3 Spatula. 6.4 Heat resistant dishes, diameter approximately 150 mm to 200 mm.

31、 6.5 Stop watch, accurate to at least 1 s over 60 s. 6.6 Two beakers, approximate 400 ml capacity. 6.7 Watch glasses, diameter approximately 100 mm to 150 mm. 6.8 Balance, capable of reading up to 500g, and enabling weighing to 1 g 6.9 Measuring cylinder, 250 ml to 500 ml capacity. 6.10 Thermometers

32、, of adequate range, allowing to measure the specified temperatures with an accuracy of 1 C. 6.11 Heating plate, or any other heating device allowing to maintain temperature without overheating. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo r

33、eproduction or networking permitted without license from IHS-,-,-BS EN 15626:2009EN 15626:2009 (E) 6 7 Sampling The material under test shall be sampled in accordance with EN 58 and prepared in accordance with EN 12594. 8 Procedure 8.1 Preparation of aggregates and binders 8.1.1 Wash the aggregate (

34、5.1) with water (5.2) and dry it in the ventilated oven (6.2) for a minimum of 12 h at (110 5) C. 8.1.2 The quantities of aggregates needed for the tests to be carried out under 8.2 and 8.3 shall be weighed into adequate containers by batches of (200 2) g and/or (400 4) g. Depending on the binder to

35、 be tested, bring the aggregates and the dish(es) to be used for the mixing procedure to the temperature indicated in Table 1 and maintain this temperature for about 2 h. 8.1.3 A binder sample of a minimum amount of 200 g shall be prepared in accordance with EN 12594 and brought to the temperature i

36、ndicated in Table 1. The efflux time shall be determined in accordance with EN 13357 and dynamic viscosity at 60 C in accordance with EN 14896 or EN 13702-1. Closed containers shall be used and care shall be taken to avoid local overheating and any loss of volatile constituents. Leave the binder in

37、the oven for the minimum time to ensure that it reaches the temperature given in Table 1. NOTE Binder formulated with an adhesion improver should be tested under the representative conditions of its use, i.e. after one or several days of storage in a closed container at the typical storage temperatu

38、re for that binder. Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 15626:2009EN 15626:2009 (E) 7 Table 1 Heating temperatures Binder Viscosity classes as specified accordi

39、ng to prEN 15322 Heating temperature for the binder and the aggregates C 5 C Low viscosity cut -back and fluxed bituminous binders of low viscosity Efflux time 4 mm 25 C 15 s to 25 s 26 s to 50 s 51 s to 100 s 101 s to 200 s 23 (ambient) 30 40 50 Efflux time 10 mm 25 C 15 s to 50 s 51 s to 150 s 151

40、 s to 300 s 301 s to 500 s 75 80 90 95 Efflux time 10 mm 40 C 50 s to 100 s 101 s to 200 s 201 s to 400 s 401 s to 500 s 100 110 115 120 High viscosity cut -back and fluxed bituminous binders of high viscosity Dynamic viscosity at 60 C 10 Pa s to 30 Pa s 31 Pa s to 50 Pa s 51 Pa s to 80 Pa s 80 Pa s

41、 125 130 135 140 Copyright European Committee for Standardization Provided by IHS under license with CENNot for ResaleNo reproduction or networking permitted without license from IHS-,-,-BS EN 15626:2009EN 15626:2009 (E) 8 8.2 Procedure for “high viscosity” binders 8.2.1 This procedure shall be appl

42、ied for cut-back and fluxed bituminous binders with an efflux time 10 mm 40 C (EN 13357) higher than 500 s or with a dynamic viscosity at 60C (EN 14896 or EN 13702-1) higher than 10 Pa s. 8.2.2 Pour (10 1) g of binder prepared as indicated in 8.1.3 into the pre-heated dish and place the dish onto th

43、e heating plate maintained at the temperature specified in 8.1.3. Pour (200 2) g of aggregates prepared as indicated in 8.1.2 onto the binder and mix with a spatula until coating is completed, but no longer. The dish must remain on the heating plate during mixing. Remove the dish from the heating pl

44、ate and ensure by periodic stirring that aggregates remain properly coated until binder drainage stops. Once at ambient temperature put the mix in a beaker (6.6) and cover it with a watch-glass (6.7); let it rest for (30 + 5) min. 8.2.3 Pour approximately 300 ml of water (5.2) that has been pre-heat

45、ed to (60 + 3) C into the beaker; cover the beaker with a watch-glass and place it in the ventilated oven at (60 + 3) C for (20 4) h (6.1). 8.2.4 Assess the surface coated with the film of binder according to the grading scheme given in Clause 9. 8.3 Procedure for “low viscosity” cut-back and fluxed

46、 bituminous binders 8.3.1 This procedure is to be applied for cut-back and fluxed bituminous binders with an efflux time 10 mm 40 C (EN 13357) lower or equal to 500 s or with a dynamic viscosity at 60C (EN 14896 or EN 13702-1) lower or equal to 10 Pa s. 8.3.2 Pour (20 2) g of binder prepared as indi

47、cated in 8.1.3 into the pre-heated dish and place the dish onto the heating plate maintained at the temperature specified in 8.1.3. Pour (400 4) g of aggregates prepared as indicated in 8.1.2 onto the binder and mix with a spatula until coating is completed but no longer. The dish must remain on the

48、 heating plate (6.11) during mixing. Remove the dish from the heating plate (6.11) and ensure by periodic stirring that aggregates remain properly coated until binder drainage stops. Once at ambient temperature, separate the mix into approximately two equal parts: 8.3.3 Put the first part in a beaker (6.6) and cover it with a watch-glass; let it rest for (30 + 5) min. Then pour approximately 300 ml of water (5.2) at ambient temperature into the beaker; cover the beaker with a watch-glass and let it rest for (20 4) h at ambient temperature.