1、Designation:D693322Standard Test Method forOversized Particles in Emulsified Asphalts(Sieve Test)1This standard is issued under the fixed designation D6933;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year of last revision.A n
2、umber in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This test method covers the degree to which an emulsi-fied asphalt may contain particles of asphalt or other discreetsolids retained on a 85
3、0-m mesh sieve.1.2 The values stated in SI units are to be regarded asstandard.No other units of measurement are included in thisstandard.1.3 The text of this standard references notes and footnoteswhich provide explanatory material.These notes and footnotes(excluding those in tables and figures)sha
4、ll not be consideredas requirements of the standard.1.4 This standard does not purport to address all of thesafety concerns,if any,associated with its use.It is theresponsibility of the user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the appli
5、cability of regulatory limitations prior to use.1.5 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by th
6、e World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2D3666 Specification for Minimum Requirements for Agen-cies Testing and Inspecting Road and Paving MaterialsD7496 Test Method for Viscosity of Emulsified Asphalt bySaybolt Furol ViscometerE1
7、Specification for ASTM Liquid-in-Glass ThermometersE11 Specification for Woven Wire Test Sieve Cloth and TestSieves3.Significance and Use3.1 The retention of an excessive amount of particles on thesieve indicates that problems may occur in handling andapplication of the material.Particles of asphalt
8、 retained on thesieve are often caused by agglomeration of the dispersed phase.Storage,pumping,handling,and temperature can all contributeto the formation of particles.Contamination from the tank,transport,or hose are other factors affecting particle formation.NOTE1The quality of the results produce
9、d by this standard aredependent on the competence of the personnel performing the procedureand the capability,calibration,and maintenance of the equipment used.Agencies that meet the criteria of Specification D3666 are generallyconsidered capable of competent and objective testing,sampling,inspectio
10、n,etc.Users of this standard are cautioned that compliance withSpecification D3666 alone does not completely ensure reliable results.Reliable results depend on many factors;following the suggestions ofSpecification D3666 or some similar acceptable guideline provides ameans of evaluating and controll
11、ing some of those factors.4.Sample Conditioning for Testing4.1 All emulsified asphalts shall be properly stirred toachieve homogeneity before testing.4.2 All emulsified asphalts with viscosity testing require-ments of 50 C shall be heated to 50 6 3 C in the originalsample container in a water bath o
12、r oven.The container shouldbe vented to relieve pressure.After the sample reaches 50 63 C,stir the sample to achieve homogeneity.4.3 Emulsified asphalts with viscosity testing requirementsof 25 C should be mixed or stirred at 25 6 3 C in the originalsample container to achieve homogeneity.NOTE2Emuls
13、ified asphalts with viscosity testing requirements of25 C may be heated and stirred as specified in 4.2,if necessary.In theevent the 4.2 method is used,the sample should be cooled to 25 6 3 Cbefore testing.5.Apparatus and Reagents5.1 SieveA sieve having a nominal 76-mm frame con-forming to Specifica
14、tion E11,and having a 850-m wire sievecloth.5.2 PanA tin box cover or shallow metal pan of appro-priate size to fit over the bottom of the standard sieve.5.3 Thermometric DeviceASTM 17C for tests at 25 Cand ASTM 19C for tests at 50 C,conforming to the require-ments of Specification E1,or any other t
15、hermometric device ofequal accuracy.1This test method is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.42 onEmulsified Asphalt Test.Current edition approved May 1,2022.Published May 2022.Originallyapproved in 2004.Last p
16、revious edition approved in 2018 as D6933 18.DOI:10.1520/D6933-22.2For referenced ASTM standards,visit the ASTM website,www.astm.org,orcontact ASTM Customer Service at serviceastm.org.For Annual Book of ASTMStandards volume information,refer to the standards Document Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United StatesThis international standard was developed in accordance with internationally recognized prin
