ASTM D7654 D7654M-2010 5000 Standard Specification for Asphalt Used in Roofing Measured by Dynamic Shear Rheometer《使用动态剪切流变仪测定屋顶铺设用沥青的标准规范》.pdf

《ASTM D7654 D7654M-2010 5000 Standard Specification for Asphalt Used in Roofing Measured by Dynamic Shear Rheometer《使用动态剪切流变仪测定屋顶铺设用沥青的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D7654 D7654M-2010 5000 Standard Specification for Asphalt Used in Roofing Measured by Dynamic Shear Rheometer《使用动态剪切流变仪测定屋顶铺设用沥青的标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D7654/D7654M 10Standard Specification forAsphalt Used in Roofing Measured by Dynamic ShearRheometer1This standard is issued under the fixed designation D7654/D7654M; the number immediately following the designation indicates theyear of original adoption or, in the case of revision, the

2、year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers two types of asphalt intendedfor use in built-up roof construction, construction of

3、somemodified bitumen systems, construction of bituminous vaporretarder systems, and for adhering insulation boards used invarious types of roof systems. The specification is intended forgeneral classification purposes only and does not imply restric-tions on the slope at which an asphalt must be use

4、d.1.2 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewit

5、h 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 and health practices and determine the applica-bility of regulatory limitations prior to use.

6、2. Referenced Documents2.1 ASTM Standards:2D5 Test Method for Penetration of Bituminous MaterialsD92 Test Method for Flash and Fire Points by ClevelandOpen Cup TesterD140 Practice for Sampling Bituminous MaterialsD1079 Terminology Relating to Roofing and WaterproofingD2042 Test Method for Solubility

7、 of Asphalt Materials inTrichloroethyleneD6510 Guide for Selection of Asphalt Used in Built-UpRoofing SystemsD7175 Test Method for Determining the Rheological Prop-erties of Asphalt Binder Using a Dynamic Shear Rheom-eter3. Terminology3.1 For definition of terms used in this specification, refer toT

8、erminology D1079.3.2 Definitions:3.3 Viscosity, Eta* 70C 158F, Pa.s3.3.1 Definition: Eta* = G* / Angular Velocity. Complexdynamic shear viscosity is the ratio of the complex shearmodulus (G*) divided by the rate of shear in radians/second. Inthe SI, the unit of viscosity is in the pascal second (Pa.

9、s).4. Classification4.1 Materials covered by this specification are of two types:4.1.1 Type III (VG).4.1.2 Type IV (VG).5. Materials and Manufacture5.1 The asphalt shall be prepared from crude petroleum.6. Physical Properties6.1 Asphalts shall be homogeneous and free of water.6.2 Asphalts of each ty

10、pe must conform to the physicalproperties described in Table 1.7. Sampling7.1 Sample the material and determine the properties enu-merated in this specification in accordance with the followingmethods:7.1.1 SamplingPractice D140.7.1.2 Flash PointTest Method D92.7.1.3 PenetrationTest Method D5.7.1.4

11、SolubilityTest Method D2042.7.1.5 Rheological Properties of Asphalt Binder Using aDynamic Shear RheometerTest Method D7175.7.1.5.1 Handling Protocol:(1) Heat samples to 190 6 5C 375 6 10F for preparingtest specimen.(2) Hold samples under heat for a period of not more than1.5 h.1This specification is

12、 under the jurisdiction of ASTM Committee D08 onRoofing and Waterproofing and is the direct responsibility of Subcommittee D08.03on Surfacing and Bituminous Materials for Membrane Waterproofing and Built-upRoofing.Current edition approved Aug. 1, 2010. Published September 2010.DOI:10.1520/D7654_D765

13、4M-10.2For 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.1Copyright ASTM International, 100 Barr Harbor Drive, P

14、O Box C700, West Conshohocken, PA 19428-2959, United States.(3) Pour samples on plate to equilibrate at test temperaturefor 5 6 0.5 min.(4) Test shall begin no later than 10 min after samplereaches thermal equilibrium (Test Method D7175, AppendixX4)7.1.5.2 Testing Protocol:(1) Test samples at 70C 15

15、8F.(2) Plate Size = 25 mm.(3) Strain = 1 %.(4) Gap = 2 mm.(5) Frequency = 1.59 Hz.8. Precision and Bias8.1 The precision of this test method is based on aninterlaboratory study conducted in 2007.3Results in this studywere obtained from five laboratories, testing the viscosity of 16different asphalt

16、materials at three different temperatures.Every “test result” reported represents an individual determi-nation. Each participating laboratory was asked to report threereplicate test results for every material.8.2 RepeatabilityTwo test results obtained within onelaboratory shall be judged not equival

17、ent if they differ by morethan the “r” value for that material; “r” is the intervalrepresenting the critical difference between two test results forthe same material, obtained by the same operator using thesame equipment on the same day in the same laboratory.8.3 ReproducibilityTwo test results shal

18、l be judged notequivalent if they differ by more than the “R” value for thatmaterial; “R” is the interval representing the difference be-tween two test results for the same material, obtained bydifferent operators using different equipment in different labo-ratories.8.4 Any judgment in accordance wi

19、th statements 8.2 and 8.3would normally have an approximate 95 % probability ofbeing correct, however the precision statistics obtained in thisILS must not be treated as exact mathematical quantities whichare applicable to all circumstances and uses. The small numberof materials tested, and laborato

20、ries reporting results, guaran-tees that there will be times when differences greater thanpredicted by the ILS results will arise, sometimes with consid-erably greater or smaller frequency than the 95 % probabilitylimit would imply. The repeatability limit and the reproduc-ibility limit should be co

21、nsidered as general guides, and theassociated probability of 95 % as only a rough indicator ofwhat can be expected. See Table 2.8.5 BiasAt the time of the study, there was no acceptedreference material suitable for determining the bias for this testmethod, therefore no statement on bias is being mad

22、e.8.6 The precision statement was determined through statis-tical examination of 479 results, from five laboratories, on 16asphalt samples at three temperatures. Identifiable outlier datawere excluded from the final calculations.9. Inspection9.1 Inspection of the material shall be agreed upon betwee

23、nthe purchaser and seller as part of the purchase contract.10. Rejection and Rehearing10.1 Failure to conform to any of the requirements pre-scribed in this specification shall constitute grounds for rejec-tion. In case of rejection, the seller shall have the right toreinspect the rejected material

24、and resubmit the lot afterremoval of those packages not conforming to the requirements.11. Packaging and Package Marking11.1 Asphalt shall be suitably packaged (if not shipped inbulk) to permit acceptance by the carrier and to afford adequateprotection from the normal hazards of handling and shipmen

25、t.11.2 Each container or bill of lading on bulk shipments shallbe plainly marked with the name of the manufacturer or sellerand the ASTM designation and type of product, flash point andthe equiviscous temperature (EVT) for mop and for mechanicalspreader application.12. Keywords12.1 asphalt; built-up

26、 roof; dynamic shear rheometer(DSR); roofing; viscosity3Supporting data are available from ASTM International Headquarters. RequestRR: D081016.TABLE 1 Physical Properties of Asphalt in RoofingProperty Type III (VG) Type IV (VG)Min Max Min MaxViscosity 70C 158F, Pa. s 6700 13 000Flash Point, C F 260

27、(500) 260 (500)Penetration, units: 0C 32F 6 6 25C 77F 15 35 12 25 46C 115F 90 75Solubility in Trichloroethylene, % 99 99D7654/D7654M 102ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this stan

28、dard 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 standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and

29、if 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 International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, w

30、hich 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 below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959

31、,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), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard

32、may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).TABLE 2 Data for Viscosity at 70CAsphalt Average RepeatabilityStandardDeviationReproducibilityStandardDeviationRepeatabilityLimitReproducibilityLimitx sr sRr RSource IType III low3210 123 257 345 719Source IType III high6123 153 104

33、9 429 2936Source IType IV low10 351 376 1327 1052 3715Source IType IV high18 159 972 2557 2721 7160Source IIType III low3387 74 126 208 354Source IIType III high6890 299 1613 837 4517Source IIType IV low14 298 684 3033 1915 8492Source IIType IV high23 180 993 4156 2781 11 636Source IIIType III low30

34、60 99 297 276 831Source IIIType III high7923 257 1542 721 4317Source IIIType IV low15 884 1008 2462 2822 6894Source IIIType IV high24 395 939 2745 2630 7686Source IVType III low2402 106 323 295 903Source IVType III high4225 210 650 589 1819Source IVType IV low12 427 684 4025 1916 11 269Source IVType IV high17 226 688 4567 1927 12 787D7654/D7654M 103