ASTM C616 C616M-2015 Standard Specification for Quartz-Based Dimension Stone《砂岩规格石料的标准规格》.pdf

1、Designation: C616/C616M 10C616/C616M 15Standard Specification forQuartz-Based Dimension Stone1This standard is issued under the fixed designation C616/C616M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision

2、. A number 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 ofquartz-b

3、ased dimension stone for general building and structural purposes. Refer to Guides C1242 and C1528 for the appropriateselection and use of quartz-based dimension stone.1.2 Quartz-based dimension stone shall include stone that is sawed, cut, split, or otherwise finished or shaped, and shallspecifical

4、ly exclude molded, cast, or otherwise artificially aggregated units composed of fragments, and also crushed and brokenstone.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,

5、 each system shall be used independently of the other. Combining values from thetwo systems may result in non-conformance with the standard.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

6、Rupture of Dimension StoneC119 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 S

7、ystemsC1353 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. Classification4.1 Quartz-based dimension sto

8、ne sandstone shall be classified according to the free silica content as follows:4.1.1 I Sandstone, with 60 % minimum free silica content.34.1.2 II Quartzitic Sandstone, with 90 % minimum free silica content.4.1.3 III Quartzite, with 95 % minimum free silica content.5. Physical Properties5.1 Quartz-

9、based dimension stone supplied under this specification shall conform to the physical requirements in Table 1.5.2 Quartz-based dimension stone shall be sound, durable, and free of spalls, cracks, open seams, pits, or other defects that arelikely to impair its structural integrity in its intended use

10、.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 Sept. 1, 2010Dec. 1, 2015. Published October 2010January 2016. Originally approved in 1968. Last previou

11、s edition approved in 20082010 asC616 08.C616/C616M 10. DOI: 10.1520/C0616_C0616M-10.10.1520/C0616_C0616M-15.2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandardsvolume information, refer to the st

12、andards Document Summary page on the ASTM website.3 Free silica consists of detrital quartz grains plus authigenic silica.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

13、 may not be technically possible to adequately 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 H

14、arbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States15.3 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

15、 viewing a sufficient number ofphysical samples prior to production that show the complete range of variations in color and texture of the quartz-based dimensionstone specified.6. Sampling6.1 Samples, if required, for testing to determine the characteristics and physical properties shall be represen

16、tative of thequartz-based dimension stone to be used.7. Keywords7.1 ashlar; Bluestone; Quartzite; SandstoneASTM 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 th

17、at 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, either reappr

18、oved 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 attend. If you fe

19、el 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 rep

20、rints (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 secured from the C

21、opyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 1 Physical RequirementsNOTE 1The values in Table 1 were established using samples prepared according to the individual test methods. Finishes, other than those specifiedin the individual test methods, may re

22、sult in a deviation from established values.Property Test Requirements Classifications Test Method(s)Absorption by weight, max, % 8 I Sandstone C97/C97M3 II Quartzitic Sandstone1 III QuartziteDensity, min, lb/ft3 kg/m3 125 2000 I Sandstone C97/C97M150 2400 II Quartzitic Sandstone160 2560 III Quartzi

23、teCompressive strength, min, psi (MPa) 4000 28 I Sandstone C170/C170M10000 69 II Quartzitic Sandstone20000 140 III QuartziteModulus of rupture min, psi (MPa) 350 2.4 I Sandstone C99/C99M1000 6.9 II Quartzitic Sandstone2000 13.8 III QuartziteAbrasion resistance, min HaA,B,C 2D I Sandstone C241/C241M/

24、C1353Abrasion resistance, min HaA,B 2C I Sandstone C241/C241M/C13538 II Quartzitic Sandstone8 III QuartziteA Pertains only to stone subject to foot traffic.B The supplier of the abrasive, Norton, has indicated that the formula for No. 60 Alundum abrasive (Norton Treatment 138S) has been changed. The

25、 new abrasive iscurrently more aggressive, resulting in lower Ha values than when the standard was initially established. As such, care should be taken when interpreting Ha test results,both with regard to this standard and with regard to historical data from the same quarry source. Committee C18 is

26、 actively studying alternatives to deal with this issue.B 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.C Not recommended for paving in areas subject to heavy foot traffic.C616/C616M 152