ASTM C1527 C1527M-2010 Standard Specification for Travertine Dimension Stone《石灰华规格石料标准规范》.pdf

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1、Designation: C1527/C1527M 10Standard Specification forTravertine Dimension Stone1This standard is issued under the fixed designation C1527/C1527M; the number immediately following the designation indicates theyear of original adoption or, in the case of revision, the year of last revision. A number

2、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 the material characteristics,physical requirements, and sampling appropriate to the selec-tion of travertine for gen

3、eral building and structural purposes.1.2 Dimension travertine shall include stone that is sawed,cut, split, or otherwise finished or shaped and shall specificallyexclude molded, cast, or otherwise artificially aggregated unitscomposed of fragments, and also crushed and broken stone.1.3 The values s

4、tated 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-conformancewith the standard.2.

5、Referenced Documents2.1 ASTM Standards:2C97/C97M Test Methods for Absorption and Bulk SpecificGravity of Dimension StoneC99/C99M Test Method for Modulus of Rupture of Dimen-sion StoneC119 Terminology Relating to Dimension StoneC170/C170M Test Method for Compressive Strength ofDimension StoneC241/C24

6、1M Test Method for Abrasion Resistance ofStone Subjected to Foot TrafficC880/C880M Test Method for Flexural Strength of Dimen-sion StoneC1353 Test Method for Abrasion Resistance of DimensionStone Subjected to Foot Traffic Using a Rotary Platform,Double-Head Abraser3. Terminology3.1 All definitions a

7、re in accordance with TerminologyC119.3.2 Definitions:3.2.1 fleuri-cut (cross-cut), adjdescribes stone that is cutparallel to the natural veining.3.2.2 vein-cut, adjdescribes stone that is cut perpendicu-lar to the natural veining.4. Physical Properties4.1 Travertine supplied under this specificatio

8、n shall con-form to the physical requirements prescribed in Table 1.4.2 Travertine shall be free of minerals that may causeobjectionable staining under normal environments of use.4.3 Voids in travertine are a natural characteristic of thematerial and shall be considered in assessing the permissiblen

9、atural variations suitable for a particular application.4.3.1 Some travertines may not be suitable for exterior usein areas subject to frequent freeze-thaw cycles.4.3.2 Travertine that is fleuri-cut (cross-cut) rather thanvein-cut can be expected to experience certain problems,because some areas of

10、the exposed surface will consist of onlya thin layer of stone that covers a void in the stone.4.4 The desired color and texture, with their permissiblenatural variations in material characteristics for material to beproduced for the project, shall be established by controlsamples. Representative sam

11、ples shall be selected prior toproduction by viewing a sufficient number of samples thatshow the complete range of variations in color and texture ofthe travertine specified.5. Sampling5.1 Samples, if required, for testing to determine the char-acteristics and physical properties shall be representa

12、tive of thetravertine to be used.1This specification is under the jurisdiction of ASTM Committee C18 onDimension Stone and is the direct responsibility of Subcommittee C18.03 onMaterial Specifications.Current edition approved Sept. 1, 2010. Published October 2010. Originallyapproved in 2002. Last pr

13、evious edition approved in 2009 as C1527-09. DOI:10.1520/C1527-10.2For 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 web

14、site.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.ASTM 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 express

15、ly 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 andif not revised,

16、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, which you may att

17、end. 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,United States.

18、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 may also be secu

19、red from the ASTM website (www.astm.org/COPYRIGHT/).TABLE 1 Physical RequirementsNOTE 1The material property values in Table 1 were established using samples prepared according to the individual Test Methods. Finishes, otherthan those specified in the individual test methods, may result in a deviati

20、on from established values.NOTE 2Vein-cut specimens tested with load applied to bend specimens parallel to the veins (weak direction).Physical Property Test Requirements Classifications Test MethodsAbsorption by weight, max, % 2.52.5I ExteriorII InteriorC97/C97MDensity, min, lb/ft3kg/m3 144 2300144

21、2300I ExteriorII InteriorC97/C97MCompressive strength, min, psi (MPa) 7500 525000 34I ExteriorII InteriorC170/C170MModulus of rupture, min, psi MPa (Note 2) 700 4.8)700 4.8I ExteriorII InteriorC99/C99MAbrasion resistance, min, HaA,B,C1010I ExteriorII InteriorC241/C241M/C1353Flexural strength, min, p

22、si (MPa) (Note 2) 500 3.4500 3.4I ExteriorII InteriorC880/C880MAPertains to foot traffic only. Where two or more stone varieties are combined for color and design effects, there should be no greater difference than five points inabrasion resistance.BThe supplier of the No. 60 Alundum abrasive, Norto

23、n, has indicated that the formula for Norton treatment 138S has been changed. The new abrasive is currently moreaggressive, resulting in lower abrasion resistance values (Ha) than when the standard was initially established. As such, care should be taken when interpreting Havaluesfrom tests using th

24、e new abrasive, particularly with regard to currentASTM stone standard specification requirements for abrasion resistance, which were developed whenthe original abrasive was still in use.CIt is not necessary to perform both tests. Availability of the proper equipment and materials by the testing laboratory may determine which test is performed.C1527/C1527M 102