ASTM C615 C615M-2018 Standard Specification for Granite Dimension Stone.pdf

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1、Designation: C615/C615M 11C615/C615M 18Standard Specification forGranite Dimension Stone1This standard is issued under the fixed designation C615/C615M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A n

2、umber in parentheses indicates the year of last reapproval.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 selection ofgranite for g

3、eneral building and structural purposes. Refer to Guides C1242 and C1528 for the appropriate selection and use ofgranite dimension stone.1.2 Granite dimension stone shall include stone that is sawed, cut, split, or otherwise finished or shaped, and shall specificallyexclude molded, cast, or otherwis

4、e artificially aggregated units composed of fragments, crushed and broken stone.1.3 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each system shall be used independently of

5、the other. Combining values from thetwo systems may result in non-conformance with the standard.1.4 This international standard was developed in accordance with internationally recognized principles on standardizationestablished in the Decision on Principles for the Development of International Stan

6、dards, Guides and Recommendations issuedby the World Trade Organization Technical Barriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2C97/C97M Test Methods for Absorption and Bulk Specific Gravity of Dimension StoneC99/C99M Test Method for Modulus of Rupture of Dimension Sto

7、neC119 Terminology Relating to Dimension StoneC170/C170M Test Method for Compressive Strength of Dimension StoneC241/C241M Test Method for Abrasion Resistance of Stone Subjected to Foot TrafficC1242 Guide for Selection, Design, and Installation of Dimension Stone Attachment SystemsC880/C880M Test Me

8、thod for Flexural Strength of Dimension StoneC1353 Test Method for Abrasion Resistance of Dimension Stone Subjected to Foot Traffic Using a Rotary Platform AbraserC1528 Guide for Selection of Dimension Stone3. Terminology3.1 DefinitionsAll definitions are in accordance with Terminology C119.4. Class

9、ification4.1 Granite dimension stone under this specification shall be granite used for:4.1.1 Exterior and interior cladding of buildings and structures;4.1.2 Curbstone, paving, and landscape features;4.1.3 Structural components having established dimensions;4.1.4 Grade separations and retaining wal

10、ls; and4.1.5 Monuments.1 This specification is under the jurisdiction of ASTM Committee C18 on Dimension Stone and is the direct responsibility of Subcommittee C18.03 on MaterialSpecifications.Current edition approved Jan. 1, 2011Sept. 1, 2018. Published January 2011September 2018. Originally approv

11、ed in 1968. Last previous edition approved in 20102011as C 615 C 615M 10. DOI:10.1520/C615_C615M-11.C 615M 11. DOI:10.1520 C615_C615M-18.2 For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume in

12、formation, refer to the standards Document Summary page 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

13、 depict all changes accurately, ASTM recommends that users 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, P

14、A 19428-2959. United States15. Physical Properties5.1 Granite supplied under this specification shall conform to the physical requirements prescribed in Table 1. See5.1.2FootnoteB for possible variations from this table.5.1.1 The minimum compressive strength, flexural strength, and modulus of ruptur

15、e shall be based upon the minimum averagestrength of specimens tested in four conditions: wet or dry and parallel or perpendicular to rift.5.1.2 The physical properties given in Table 1 represent properties of granite that have a history of successful use for generalbuilding and structural purposes.

16、 Granite with strength or abrasion resistance less than the minimum values prescribed in Table1 may be used provided that competent engineering authority has evaluated relevant characteristics of the granite. This evaluationshall consider both structural effects and material characteristics such as

17、durability, permanent volume change, modulus ofelasticity. thermal expansion, and the like.5.2 Granite shall be sound, durable, and free of spalls, cracks, open seams, pits, or other defects that are likely to impair itsstructural integrity in its intended use.5.3 Granite shall be free of minerals t

18、hat may cause objectionable staining under normal environments of use.5.4 The desired color and texture, with their permissible natural variations in material characteristics for all material to beproduced for the project, shall be established by control samples. Select representative samples by vie

19、wing a sufficient number ofphysical samples prior to production that show the complete range of variations in color and texture of the granite specified.6. Sampling6.1 Samples, if required, for testing to determine the characteristics and physical properties shall be representative of the graniteto

20、be used.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 expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rig

21、hts, 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 are invited either for revision of this standard or for additional

22、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 received a fair hearing you shouldmake your views known to the ASTM

23、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 abovea

24、ddress 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 secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 1 Phys

25、ical RequirementsANOTE 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 deviation from established values.Physical Property Test RequirementsB

26、 Test Method(s)Absorption by weight, max, % 0.40 C97/C97MDensity, min, lb/ft3 kg/m3 160 2560 C97/C97MCompressive strength, min,C psiMPa19 000 131 C170/C170MModulus of rupture, min, psi MPa 1500 10.3 C99/C99MAbrasion resistance, min, HaA,B,C 25 C241/C241M/C1353Abrasion resistance, min, HaD,E,F 25 C24

27、1/C241M/C1353Flexural strength, min, psi MPa 1200 8.3 C880/C880MA The material property values in Table 1 were established using samples prepared according to the individual test methods. Finishes, other than those specified in theindividual test methods, may result in a deviation from established v

28、alues.B The material properties given in Table 1 represent properties of granite that have a history of successful use for general building and structural purposes. Refer to GuideC1528 Section 62 for potential further evaluation of materials that do not meet the values of this specification, but may

29、 still be suitable for use in a particular application.C The minimum compressive strength, flexural strength, and modulus of rupture shall be based upon the minimum average strength of specimens tested in four conditions:wet or dry and parallel or perpendicular to rift.DPertains Pertains only to sto

30、ne subject to foot traffic.EThe The supplier of the No. 60 Alundum abrasive, Norton, has indicated that the formula for Norton treatment 138S has beeen changed. The new abrasive is currentlymore aggressive, resulting in lower abrasive hardness values (Ha) than when the standard was initially establi

31、shed. As such, care should be taken when interpreting Havalues from tests using the new abrasive, particulary with regard to currentASTM stone standard specification requirements for abrasion resistance, which were developedwhen the original abrasive was still in use. Committee C18 is actively study

32、ing alternatives to address this issue.FAbrasion Abrasion Resistance Test Method C1353 will eventually replace Test Method C241/C241M and it is not necessary to perform both tests.Availability of the properequipment and materials by the testing laboratory may determine which test is performed.C615/C615M 182