ASTM C1526-2008(2014) Standard Specification for Serpentine Dimension Stone《蛇纹岩规格石料标准规格》.pdf

1、Designation: C1526 08 (Reapproved 2014)Standard Specification forSerpentine Dimension Stone1This standard is issued under the fixed designation C1526; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A num

2、ber 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 the material characteristics,physical requirements, and sampling appropriate for the selec-tion of serpentine (s

3、erpentine marble) for general building andstructural purposes. Refer to Guides C1242 and C1528 for theappropriate selection and use of serpentine dimension stone.1.2 Dimension serpentine shall include stone that is sawed,cut, split, or otherwise finished or shaped and shall specificallyexclude molde

4、d, cast, or otherwise artificially aggregated unitscomposed of fragments, and also crushed and broken stone.2. 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 T

5、erminology Relating to Dimension StoneC170/C170M Test Method for Compressive Strength ofDimension StoneC241/C241M Test Method for Abrasion Resistance of StoneSubjected to Foot TrafficC880/C880M Test Method for Flexural Strength of Dimen-sion StoneC1242 Guide for Selection, Design, and Installation o

6、fDimension Stone Attachment SystemsC1353 Test Method for Abrasion Resistance of DimensionStone Subjected to Foot Traffic Using a Rotary Platform,Double-Head AbraserC1528 Guide for Selection of Dimension Stone3. Terminology3.1 DefinitionsAll definitions are in accordance with Ter-minology C119.4. Phy

7、sical 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 absorptio

8、nis 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 from o

9、ccurring 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 mineral

10、 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. Representative

11、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.5. Sampling5.1 Samples, if required, for testing to determine the char-acteristics and physical properties shall be represe

12、ntative of theserpentine to be used.6. Keywords6.1 serpentine; serpentine marble1This 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 Feb. 1, 2014. Published Mar

13、ch 2014. Originallyapproved in 2002. Last previous edition approved in 2008 as C1526 08. DOI:10.1520/C1526-08R14.2For 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

14、 standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States1ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin thi

15、s 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 standard is subject to revision at any time by the responsible technical committee and must be

16、 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 International Headquarters. Your comments will receive careful consideration at a meeting of theresp

17、onsible 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 below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, We

18、st 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). Permission rig

19、hts to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).TABLE 1 Physical RequirementsNOTE 1The values in Table 1 were established using samplesprepared according to the individual test methods. Finishes, other thanthose specified in the individual test metho

20、ds, may result in a deviationfrom established values.Physical PropertyTestRequire-mentsClassi-ficationsTestMethodsAbsorption by weight, max, % 0.200.60I ExteriorII InteriorC97/C97MDensity, min, lb/ft3(kg/m3) 160 (2560) I, II C97/C97MCompressive strength, min, psi(MPa)10000 (69) I, II C170/C170MModul

21、us of rupture, min, psi (MPa) 1000 (6.9) I, II C99/C99MAbrasion resistance, min, HaA,B,C10 I, II C241/C241M/C1353Flexural strength, min, psi (MPa) 1000 (6.9) I, II C880/C880MAPertains to foot traffic only. Where two or more stone varieties are combined forcolor and design effects, there should be no

22、 greater difference than five points inabrasion 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 values (Ha) thanwhen the sta

23、ndard 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 abrasive was still in use.CIt is not necessary to perform both tests.Availability of the proper equipment andmaterials by the testing laboratory may determine which test is performed.C1526 08 (2014)2