ASTM D8125-2018 red 8125 Standard Specification for Re-Refined Engine Oil Bottoms (REOB) Vacuum Tower Asphalt Extender (VTAE).pdf

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1、Designation: D8125 17D8125 18Standard 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 revisi

2、on, the 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,

3、that may be used informulating asphalt for pavement construction and roofing. This specification has been developed specifically for these twocategories of product and is not intended for other uses. Table 1 is to be used for pavement construction and Table 2 for roofing.“Re-refined engine oil botto

4、ms” (REOB) is the prevailing name used by many state highway agencies and FHWA, while “vacuumtower asphalt extender” (VTAE) is the preferred name used by the manufacturers of the product. Since each name provides animportant descriptor of production elements (“re-refined” and “vacuum tower”) for the

5、 specific product this specification addresses,this specification uses the term “REOB/VTAE.”1.2 UnitsThe values stated in either SI units or inch-pound units are to be regarded separately as standard. The values statedin each system may not be exact equivalents; therefore, each system shall be used

6、independently of the other. Combining valuesfrom the two systems may result in nonconformance with the standard.1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibilityof the user of this standard to establish appropriate saf

7、ety, health, and environmental practices and determine the applicability ofregulatory limitations prior to use.1.4 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of Int

8、ernational Standards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D92 Test Method for Flash and Fire Points by Cleveland Open Cup TesterD93 Test Methods for Flash Point by Pensky-Martens Close

9、d Cup TesterD95 Test Method for Water in Petroleum Products and Bituminous Materials by DistillationD140/D140M Practice for Sampling Asphalt MaterialsD2042 Test Method for Solubility of Asphalt Materials in TrichloroethyleneD2872 Test Method for Effect of Heat and Air on a Moving Film of Asphalt (Ro

10、lling Thin-Film Oven Test)D4402/D4402M Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational ViscometerD7553 Test Method for Solubility of Asphalt Materials in N-Propyl BromideD8078 Test Method for Ash Content of Asphalt and Emulsified Asphalt ResiduesE1131 T

11、est Method for Compositional Analysis by Thermogravimetry3. Materials and Manufacture3.1 REOB/VTAE shall be the product of processing used engine oil using atmospheric distillation followed by vacuumdistillation to produce a vacuum residuum meeting the specifications outlined in Table 1 or Table 2.1

12、 This specification is under the jurisdiction of ASTM Committee D04 on Road and Paving Materials and is the direct responsibility of Subcommittee D04.40 on AsphaltSpecifications.Current edition approved Oct. 1, 2017July 1, 2018. Published October 2017July 2018. Originally approved in 2017. Last prev

13、ious edition approved in 2017 as D8125 17.DOI: 10.1520/D8125-17.10.1520/D8125-18.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page

14、on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that use

15、rs consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is to be considered the official document.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14. Physical Requirements4.1

16、The REOB/VTAE shall be homogenous, free from water, and not foam when heated to 232 C (450 F).4.2 The REOB/VTAE shall conform to the requirements given in Table 1 or Table 2 based on the intended end use.5. Methods of Sampling and Testing5.1 Sample and test the REOB/VTAE in accordance with the follo

17、wing 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 Method D93.5.1.5 Rolling Thin Film Oven TestTest Method D2872.5.1.6 SolubilityTest Method D2042 or D7553.5.1.7 Rotational Vis

18、cosity at 60 C (140 F)Test Method D4402/D4402M.5.1.8 Ash ContentTest Method D8078 or E1131.TABLE 1 Requirements for REOB/VTAE Used in PavementConstructionTestFlash 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

19、5000BAsh Content, max, % 6.0CDAsh Content, max, % 7.0CDA The 98 % solubility requirement applies to the REOB/VTAE component only.Thisrequirement may be waived by the purchaser if the final blended asphalt bindermeets the requirements of the asphalt binder specification.B The referee method shall be

20、Test Method D4402/D4402M using a #21 spindle at20 r min, howevermin; however, alternate methods may be used for routinetesting and quality assurance. The spindle size and shear rate shall be reported.C Ash content may be performed by either Test Method D8078 or E1131.D Precision and bias statement f

21、or Test Method D8078 is currently underdevelopment.Aprecision and bias statement for Test Method E1131 is listed in thestandard.TABLE 2 Requirements for REOB/VTAE Used in RoofingTestFlash Point, Cleveland Open Cup, min, C (F) 288 (550)Flash Point, Cleveland Open Cup, min, C (F) 274 (525)Flash Point,

22、 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, % 6.0CDAsh Content, max, % 7.0CDA The 98 % solubility requirement applies to the REOB/VTAE component only.Thisrequirement may be waived by th

23、e purchaser if the final blended asphalt bindermeets the requirements of the asphalt binder specification.B The referee method shall be Test Method D4402/D4402M using a #21 spindle at20 r min, howevermin; however, alternate methods may be used for routinetesting and quality assurance. The spindle si

24、ze and shear rate shall be reported.C Ash content may be performed by either Test Method D8078 or E1131.D Precision and bias statement for Test Method D8078 is currently underdevelopment.Aprecision and bias statement for Test Method E1131 is listed in thestandard.D8125 1826. Keywords6.1 asphalt; pav

25、ement; re-refined engine oil bottoms; roofing; vacuum tower asphalt extenderASTM International takes no position respecting 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 validit

26、y of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This 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

27、 are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International 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

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