BS EN 15626-2016 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 用水浸试验测定稀释沥青和.pdf

《BS EN 15626-2016 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 用水浸试验测定稀释沥青和.pdf》由会员分享，可在线阅读，更多相关《BS EN 15626-2016 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 用水浸试验测定稀释沥青和.pdf（16页珍藏版）》请在麦多课文档分享上搜索。

1、BS EN 15626:2016Bitumen and bituminousbinders Determination ofadhesivity of cut-back andfluxed bituminous bindersby water immersion test Aggregate methodBSI Standards PublicationWB11885_BSI_StandardCovs_2013_AW.indd 1 15/05/2013 15:06BS EN 15626:2016 BRITISH STANDARDNational forewordThis British Sta

2、ndard is the UK implementation of EN 15626:2016. Itsupersedes BS EN 15626:2009 which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/510/19, Bitumen and related products.A list of organizations represented on this committee can beobtained on request to its

3、secretary.This publication does not purport to include all the necessaryprovisions of a contract. Users are responsible for its correctapplication. The British Standards Institution 2016. Published by BSI StandardsLimited 2016ISBN 978 0 580 91270 2ICS 93.080.20Compliance with a British Standard cann

4、ot confer immunity fromlegal obligations.This British Standard was published under the authority of theStandards Policy and Strategy Committee on 31 July 2016.Amendments issued since publicationDate Text affectedBS EN 15626:2016EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 15626 July 2016 ICS

5、 93.080.20 Supersedes EN 15626:2009English Version Bitumen and bituminous binders - Determination of adhesivity of cut-back and fluxed bituminous binders by water immersion test - Aggregate method Bitumes et liants bitumineux - Dtermination de ladhsivit des liants bitumineux fluidifis et fluxs par l

6、essai dimmersion dans leau - Mthode utilisant des granulats Bitumen und bitumenhaltige Bindemittel - Bestimmung des Haftverhaltens von verschnittenen und gefluxten bitumenhaltigen Bindemitteln bei Wasserlagerung - Verfahren mit Gesteinskrnung This European Standard was approved by CEN on 9 April 201

7、6. 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 such national standards may be obtained o

8、n 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 the responsibility of a CEN member into its own language and notified to the CEN-CENE

9、LEC 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 Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Ital

10、y, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenu

11、e Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15626:2016 EBS EN 15626:2016EN 15626:2016 (E) 2 Contents Page European foreword . 3 1 Scope 4 2 Normative references 4 3 Terms and definitions . 4 4

12、Principle . 5 5 Reagents and materials . 5 6 Apparatus . 5 7 Sampling . 6 8 Procedure. 6 8.1 Preparation of aggregates and binders . 6 8.2 Procedure for “high viscosity” binders . 7 8.3 Procedure for “low viscosity” cut-back and fluxed bituminous binders. 8 9 Expression of results 8 10 Precision . 9

13、 11 Test reports . 9 Annex A (informative) Guidance for the marking of coated surface area 10 Bibliography . 11 BS EN 15626:2016EN 15626:2016 (E) 3 European foreword This document (EN 15626:2016) has been prepared by Technical Committee CEN/TC 336 “Bituminous binders”, the secretariat of which is he

14、ld by AFNOR. 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 January 2017, and conflicting national standards shall be withdrawn at the latest by January 2017. Attention is drawn to the possibilit

15、y that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 15626:2009. In comparison to EN 15626:2009, the following main changes have been made: a sente

16、nce on environmental issues in the WARNING was added under Clause 1 (Scope); normative references were updated throughout the text (EN 13357 was updated as EN 12846-2, EN 13702-1 as EN 13702, EN 14896 as EN 13302, and prEN 15322 as EN 15322). NOTES in 5.1, 8.1.3 and Clause 9 were converted into plai

17、n text. 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, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, Fra

18、nce, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. BS EN 15626:2016EN 15626:2016 (E) 4 1 Scope This European Standard specifies a

19、method for the determination of the adhesivity of cut-back and fluxed bituminous binders coated onto 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 asso

20、ciated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and to determine the applicability of regulatory limitations prior to use. For environmental reasons and to reduce emissions to air, water and soil, it is recommended to li

21、mit the use of products, solvents and energy to the minimum required for a valid test result. 2 Normative references The following referenced documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition

22、cited applies. For undated references, the latest 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 12846-2, Bitumen and bituminous binders D

23、etermination of efflux time by the efflux viscometer Part 2: Cut-back and fluxed bituminous binders EN 13043, Aggregates for bituminous mixtures and surface treatments for roads, airfields and other trafficked areas EN 13302, Bitumen and bituminous binders Determination of dynamic viscosity of bitum

24、inous binder using a rotating spindle apparatus EN 13702, Bitumen and bituminous binders Determination of dynamic viscosity of modified bitumen by cone and plate method EN 15322, Bitumen and bituminous binders Framework for specifying cut-back and fluxed bituminous binders EN ISO 3696, Water for ana

25、lytical laboratory use Specification and test methods (ISO 3696) 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 adhe

26、sivity qualitative assessment of the measurement of adhesion BS EN 15626:2016EN 15626:2016 (E) 5 3.3 ambient temperature temperature between 18 C and 28 C 4 Principle The binder is mixed thoroughly with a dry and clean reference aggregate under specified temperature conditions. After specified pre-c

27、onditioning procedures depending on the viscosity of the binder, the mixture is immersed in water in a glass container. After a given time under specified conditions, the percentage of the aggregate surface covered with binder is assessed visually. 5 Reagents and materials 5.1 Reference aggregate, a

28、s 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 having 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 h

29、aving 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). Each country should define petrographically its own reference aggregates, for instance, in a national informative annex. 5.2 Water, dist

30、illed or deionized, conforming to EN ISO 3696, water quality 3. 5.3 Cleaning agents, conventionally used in a laboratory. 6 Apparatus 6.1 Ventilated oven, capable of maintaining a temperature of (60 3) C. 6.2 Ventilated oven, capable of maintaining a temperature at 5 C for temperatures ranging from

31、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. 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

32、100 mm to 150 mm. 6.8 Balance, capable of reading up to 500 g, and enabling weighing to 1 g. 6.9 Measuring cylinder, 250 ml to 500 ml capacity. 6.10 Thermometers, of adequate range, allowing to measure the specified temperatures with an accuracy of 1 C. BS EN 15626:2016EN 15626:2016 (E) 6 6.11 Heati

33、ng plate, or any other heating device allowing to maintain temperature without overheating. 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 (5.1) with

34、 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 be teste

35、d, 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 indicated

36、in Table 1. The efflux time shall be determined in accordance with EN 12846-2 and dynamic viscosity at 60 C in accordance with EN 13302 or EN 13702. Closed containers shall be used and care shall be taken to avoid local overheating and any loss of volatile constituents. Leave the binder in the oven

37、for the minimum time to ensure that it reaches the temperature given in Table 1. 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 temperature for that bi

38、nder. BS EN 15626:2016EN 15626:2016 (E) 7 Table 1 Heating temperatures Binder Viscosity classes as specified according to EN 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

39、 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 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 bin

40、ders 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 125 130 135 140 8.2 Procedure for “high viscosity” binders 8.2.1 This procedure shall be applied for cut-back and fluxed bituminous binders with an efflux time 10 mm 40 C (EN 12846-2) hi

41、gher than 500 s or with a dynamic viscosity at 60 C (EN 13302 or EN 13702) 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 the heating plate (6.11) maintained at the temperature specified in 8.1.3. Pour (200 2) g of a

42、ggregates prepared as indicated in 8.1.2 onto the binder and mix with a spatula until coating is completed, but no longer. The dish shall remain on the heating plate during mixing. Remove the dish from the heating plate and ensure by periodic stirring that aggregates remain properly coated until bin

43、der 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. BS EN 15626:2016EN 15626:2016 (E) 8 8.2.3 Pour approximately 300 ml of water (5.2) that has been pre-heated to (60 3) C into the beaker; cover the beaker w

44、ith 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 bituminous binders 8.3.1 This procedure is to be appl

45、ied for cut-back and fluxed bituminous binders with an efflux time 10 mm 40 C (EN 12846-2) lower or equal to 500 s or with a dynamic viscosity at 60 C (EN 13302 or EN 13702) lower or equal to 10 Pa s. 8.3.2 Pour (20 2) g of binder prepared as indicated in 8.1.3 into the pre-heated dish and place the

46、 dish onto the heating plate (6.11) 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 shall remain on the heating plate during mixing. Remove the dish

47、 from the heating plate 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 (3

48、0 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. 8.3.4 Spread the second part on a watch-glass (6.7) and place it in the ventilated oven (6.1) for (24 1) h at (60 3

49、) C. Care shall be taken to properly spread out the coated aggregates on the watch-glass to ensure a single layer. Then transfer the mixture in a beaker (6.6), pour roughly 300 ml of water (5.2) that has been pre-heated 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). With low viscosity binders, in particular those incorporating non- or low-volatile flux oils, binder drainage can occur d