ASTM C1526-2003 Standard Specification for Serpentine Dimension Stone《蛇纹石规格石料的标准规范》.pdf

1、Designation: C 1526 03Standard Specification forSerpentine Dimension Stone1This standard is issued under the fixed designation C 1526; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number in parenthes

2、es indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers the material characteristics,physical requirements, and sampling appropriate for the selec-tion of serpentine (serpentine marbl

3、e) for general building andstructural purposes.1.2 Dimension serpentine 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.2. Refe

4、renced Documents2.1 ASTM Standards:2C 97 Test Methods for Absorption and Bulk Specific Grav-ity of Dimension StoneC 99 Test Method for Modulus of Rupture of DimensionStoneC 119 Terminology Relating to Dimension StoneC 170 Test Method for Compressive Strength of DimensionStoneC 241 Test Method for Ab

5、rasion Resistance of Stone Sub-jected to Foot TrafficC 880 Test Method for Flexural Strength of DimensionStoneC 1353 Test Method for Abrasion Resistance of StoneSubjected to Foot Traffic by the Taber Abrader Method3. Terminology3.1 DefinitionsAll definitions are in accordance with Ter-minology C 119

6、4. Physical Properties4.1 Serpentine supplied under this specification shall con-form to the physical requirements prescribed in Table 1.4.2 Serpentine shall be free of minerals that may causeobjectionable staining under normal environments of use.4.3 Warping of serpentine due to localized water ab

7、sorptionis a natural characteristic of the material and shall be taken intoaccount in assessing the permissible natural variations suitablefor a particular application. Setting serpentine with a non-water-based setting material in a full-coverage setting bed overa rigid substrate can prevent warping

8、 from occurring afterinstallation.4.4 Alteration of the color and finish of serpentine withexposure to the weather can occur and shall be taken intoaccount in assessing the suitability of serpentine for a particularapplication. Alteration of serpentine, due to weather exposure,can result in whitish

9、mineral deposits on the surface of thestone and can also result in a faded appearance and loss ofpolish.4.5 The desired color and texture, with their permissiblenatural variations in material characteristics for material to beproduced for the project, shall be established by controlsamples. Represen

10、tative samples shall be selected prior toproduction by viewing a sufficient number of samples thatshow the complete range of variations in color and texture ofthe serpentine specified.1This specification is under the jurisdiction of ASTM Committee C18 onDimension Stone and is the direct responsibili

11、ty of Subcommittee C18.03 onMaterial Specifications.Current edition approved Dec. 1, 2003. Published January 2004. Originallyapproved in 2002. Last previous edition approved in 2002 as C 1526 02.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at

12、serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.TABLE 1 Physical RequirementsNOTEThe material property values in Table 1 were established usingsamples prepared according to the individual test methods. Finishes, ot

13、herthan those specified in the individual test methods, may result in adeviation from established values.Physical PropertyTestRequirementsClassi-ficationsTestMethodsAbsorption by weight, max, % 0.200.60I ExteriorII InteriorC97Density, min, lb/ft3(kg/m3) 160 (2560) I, II C 97Compressive strength, min

14、 psi (MPa) 10000 (69) I, II C 170Modulus of rupture, min, psi (MPa) 1000 (6.9) I, II C 99Abrasion resistance, min, HaA,B,C10 I, II C 241/C 1353Flexural strength, min, psi (MPa) 1000 (6.9) I, II C 880APertains to foot traffic only. Where two or more stone varieties are combinedfor color and design e

15、ffects, there should be no greater difference than five pointsin abrasion resistance.BThe supplier of the No. 60 Alundum abrasive, Norton, has indicated that theformula for Norton treatment 138S has been changed. The new abrasive iscurrently more aggressive, resulting in lower abrasion resistance va

16、lues (Ha) thanwhen the standard was initially established. As such, care should be taken wheninterpreting Havalues from tests using the new abrasive, particularly with regard tocurrent ASTM stone standard specification requirements for abrasion resistance,which were developed when the original abras

17、ive was still in use.CIt is not necessary to perform both tests. Availability of the proper equipmentand materials by the testing laboratory may determine which test is performed.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Sam

18、pling5.1 Samples, if required, for testing to determine the char-acteristics and physical properties shall be representative of theserpentine to be used.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. U

19、sers 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 standard is subject to revision at any time by the responsible technical committee and must be reviewed eve

20、ry 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 International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible techn

21、ical 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 below.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), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org).C1526032