1、Designation:D790622Standard Practice forRecovery of Asphalt Binder from Solution Using Tolueneand the Rotary Evaporator1This standard is issued under the fixed designation D7906;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the yea
2、r of last revision.A number in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This practice is intended to be used to recover asphaltfrom a solvent using the rotary evaporator to ensure thatchange
3、s in the asphalt properties during the recovery processare minimized.1.2 UnitsThe values stated in SI units are to be regardedas standard.No other units of measurement are included in thisstandard.1.3 This standard does not purport to address all of thesafety concerns,if any,associated with its use.
4、It is theresponsibility of the user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.4 This international standard was developed in accor-dance with internationally recognized principles on
5、standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2D92 Test Method for Flash and Fire Points by
6、ClevelandOpen Cup TesterD2172/D2172M Test Methods for Quantitative Extraction ofAsphalt Binder from Asphalt MixturesD3666 Specification for Minimum Requirements for Agen-cies Testing and Inspecting Road and Paving MaterialsE1137/E1137M Specification for Industrial Platinum Resis-tance Thermometers3.
7、Summary of Practice3.1 The solution of solvent and asphalt from a prior extrac-tion is first distilled by partially immersing the rotatingdistillation flask of the rotary evaporator in a heated oil bathwhile the solution is subjected to a partial vacuum.During thefinal stage of the process,vacuum is
8、 increased and nitrogen orcarbon dioxide gas is introduced to the solution to removeremaining toluene and prevent further aging of the asphalt.Therecovered asphalt can then be tested as required.4.Significance and Use4.1 To determine the characteristics of the asphalt in anasphalt paving mixture,it
9、is necessary to extract the asphaltfrom the aggregate by means of a suitable solvent and then torecover the asphalt from the solvent without significantlychanging the asphalts properties.The asphalt recovered fromthe solvent by this practice can be tested using the samemethods as for the original as
10、phalt cement,and comparisonsbetween the properties of the original and recovered asphaltcan be made.4.2 Users are cautioned that the recovered binder propertiesfrom an asphalt mixture sample may not exactly represent theproperties of the original asphalt binder due to factors outsideof laboratory co
11、ntrol such as aging,contamination,and mo-lecular changes caused by exposure to heat and solvents.Consequently,recovered asphalt binder properties should notbe used as a basis for acceptance.NOTE1The quality of the results produced by this is dependent on thecompetence of the personnel performing the
12、 procedure and the capability,calibration,and maintenance of the equipment used.Agencies that meetthe criteria of Specification D3666 are generally considered capable ofcompetent and objective testing,sampling,inspection,and so forth.Usersof this practice are cautioned that compliance with Specifica
13、tion D3666alone does not completely ensure reliable results.Reliable results dependon many factors;following the suggestions of Specification D3666 orsome similar acceptable guideline provides a means of evaluating andcontrolling some of those factors.5.Apparatus5.1 Rotary Evaporator(see Fig.1),equi
14、pped with distilla-tion flask,variable speed motor capable of rotating the distil-lation flask at a rate of at least 40 rpm,condenser(Note 2),solvent recovery flask,and heated oil bath.The angle of the1This practice is under the jurisdiction of ASTM Committee D04 on Road andPaving Materials and is t
15、he direct responsibility of Subcommittee D04.25 onAnalysis of Asphalt Mixtures.Current edition approved May 1,2022.Published June 2022.Originallyapproved in 2014.Last previous edition approved in 2014 as D7906 14.DOI:10.1520/D7906-22.2For referenced ASTM standards,visit the ASTM website,www.astm.org
16、,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 principles on standardization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recomme