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    ASTM D8125-2017 7500 Standard Specification for Re-Refined Engine Oil Bottoms (REOB) Vacuum Tower Asphalt Extender (VTAE)《重新提炼机油底(REOB) 真空塔沥青剂(VTAE)的标准规格》.pdf

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    ASTM D8125-2017 7500 Standard Specification for Re-Refined Engine Oil Bottoms (REOB) Vacuum Tower Asphalt Extender (VTAE)《重新提炼机油底(REOB) 真空塔沥青剂(VTAE)的标准规格》.pdf

    1、Designation: D8125 17Standard Specification forRe-Refined Engine Oil Bottoms (REOB)/Vacuum TowerAsphalt Extender (VTAE)1This standard is issued under the fixed designation D8125; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the

    2、year 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 specification covers re-refined engine oil bottoms,also known as vacuum tower asphalt extender, that may

    3、beused in formulating asphalt for pavement construction androofing. This specification has been developed specifically forthese two categories of product and is not intended for otheruses. Table 1 is to be used for pavement construction and Table2 for roofing. “Re-refined engine oil bottoms” (REOB)

    4、is theprevailing name used by many state highway agencies andFHWA, while “vacuum tower asphalt extender” (VTAE) is thepreferred name used by the manufacturers of the product. Sinceeach name provides an important descriptor of productionelements (“re-refined” and “vacuum tower”) for the specificprodu

    5、ct this specification addresses, this specification uses theterm “REOB/VTAE.”1.2 UnitsThe values stated in either SI units or inch-pound units are to be regarded separately as standard. Thevalues stated in each system may not be exact equivalents;therefore, each system shall be used independently of

    6、 the other.Combining values from the two systems may result in noncon-formance with the standard.1.3 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, an

    7、d 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 standard-ization established in the Decision on Principles for theDevelopment of International

    8、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 ClevelandOpen Cup TesterD93 Test Methods for Flash Point by Pensky-MartensClosed Cup Tester

    9、D95 Test Method for Water in Petroleum Products andBituminous Materials by DistillationD140/D140M Practice for Sampling Asphalt MaterialsD2042 Test Method for Solubility of Asphalt Materials inTrichloroethyleneD2872 Test Method for Effect of Heat and Air on a MovingFilm of Asphalt (Rolling Thin-Film

    10、 Oven Test)D4402/D4402M Test Method for Viscosity Determination ofAsphalt at Elevated Temperatures Using a RotationalViscometerD7553 Test Method for Solubility of Asphalt Materials inN-Propyl BromideD8078 Test Method for Ash Content of Asphalt and Emul-sified Asphalt ResiduesE1131 Test Method for Co

    11、mpositional Analysis by Thermo-gravimetry3. Materials and Manufacture3.1 REOB/VTAE shall be the product of processing usedengine oil using atmospheric distillation followed by vacuumdistillation to produce a vacuum residuum meeting the speci-fications outlined in Table 1 or Table 2.4. Physical Requi

    12、rements4.1 The REOB/VTAE shall be homogenous, free fromwater, and not foam when heated to 232 C (450 F).4.2 The REOB/VTAE shall conform to the requirementsgiven in Table 1 or Table 2 based on the intended end use.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving M

    13、aterials and is the direct responsibility of Subcommittee D04.40 onAsphalt Specifications.Current edition approved Oct. 1, 2017. Published October 2017. Originallyapproved in 2017. DOI: 10.1520/D8125-17.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Ser

    14、vice 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

    15、accordance with internationally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.15. Methods of Sampling and

    16、Testing5.1 Sample and test the REOB/VTAE in accordance withthe following methods:5.1.1 SamplingPractice D140/D140M.5.1.2 WaterTest Method D95.5.1.3 Flash Point, Cleveland Open CupTest Method D92.5.1.4 Flash Point, Pensky Martin Closed CupTest MethodD93.5.1.5 Rolling Thin Film Oven TestTest Method D2

    17、872.5.1.6 SolubilityTest Method D2042 or D7553.5.1.7 Rotational Viscosity at 60 C (140 F)Test MethodD4402/D4402M.5.1.8 Ash ContentTest Method D8078 or E1131.6. Keywords6.1 asphalt; pavement; re-refined engine oil bottoms; roof-ing; vacuum tower asphalt extenderASTM International takes no position re

    18、specting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This

    19、 standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM Inter

    20、national Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown b

    21、elow.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-955

    22、5 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 1 Requirements for REOB/VTAE Used in PavementConstru

    23、ctionTestFlash Point, Cleveland Open Cup, min, C (F) 232 (450)Mass Change, RTFOT, % w/w max 1.0Solubility, min, % 98.0AViscosity, 60 C (140 F), cP 200 5000BAsh Content, max, % 6.0CDAThe 98 % solubility requirement applies to the REOB/VTAE component only. Thisrequirement may be waived by the purchase

    24、r if the final blended asphalt bindermeets the requirements of the asphalt binder specification.BThe referee method shall be Test Method D4402/D4402M using a #21 spindle at20 r min, however alternate methods may be used for routine testing and qualityassurance. The spindle size and shear rate shall

    25、be reported.CAsh content may be performed by either Test Method D8078 or E1131.DPrecision and bias statement for Test Method D8078 is currently under develop-ment. A precision and bias statement for Test Method E1131 is listed in thestandard.TABLE 2 Requirements for REOB/VTAE Used in RoofingTestFlas

    26、h Point, Cleveland Open Cup, min, C (F) 288 (550)Flash Point, Pensky Martin Closed Cup, min, C (F) 232 (450)Mass Change, RTFOT, % w/w max 1.0Solubility, min, % 98.0AViscosity, 60 C (140 F), cP 200 5000BAsh Content, max, % 6.0CDAThe 98 % solubility requirement applies to the REOB/VTAE component only.

    27、 Thisrequirement may be waived by the purchaser if the final blended asphalt bindermeets the requirements of the asphalt binder specification.BThe referee method shall be Test Method D4402/D4402M using a #21 spindle at20 r min, however alternate methods may be used for routine testing and qualityassurance. The spindle size and shear rate shall be reported.CAsh content may be performed by either Test Method D8078 or E1131.DPrecision and bias statement for Test Method D8078 is currently under develop-ment. A precision and bias statement for Test Method E1131 is listed in thestandard.D8125 172


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