1、Designation: C 616 03Standard Specification forQuartz-Based Dimension Stone1This standard is issued under the fixed designation C 616; 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This specification covers the material characteristics,physical requirem
3、ents, and sampling appropriate to the selec-tion of quartz-based dimension stone for general building andstructural purposes.1.2 Quartz-based dimension stone shall include stone that issawed, cut, split, or otherwise finished or shaped, and shallspecifically exclude molded, cast, or otherwise artifi
4、ciallyaggregated units composed of fragments, and also crushed andbroken stone.2. Referenced 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 Sto
5、neC 170 Test Method for Compressive Strength of DimensionStoneC 241 Test Method for Abrasion Resistance of Stone Sub-jected to Foot TrafficC 1353 Test Method Using the Taber Abraser for AbrasionResistance of Dimension Stone Subjected to Foot Traffic3. Terminology3.1 DefinitionsAll definitions are in
6、 accordance with Ter-minology C 119.4. Classification4.1 Quartz-based dimension stone sandstone shall be clas-sified 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 freesilica content.4.1.3 III
7、 Quartzite, with 95 % minimum free silica content.5. Physical Properties5.1 Quartz-based dimension stone supplied under this speci-fication 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
8、other defects thatare likely to impair its structural integrity in its intended use.5.3 The desired color and texture, with their permissiblenatural variations in material characteristics for all material tobe produced for the project, shall be established by controlsamples. Select representative sa
9、mples by viewing a sufficientnumber of physical samples prior to production that show thecomplete range of variations in color and texture of thequartz-based dimension stone specified.6. Sampling6.1 Samples, if required, for testing to determine the char-acteristics and physical properties shall be
10、representative of thequartz-based dimension stone 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 Dec. 1, 2003. Published January 2004. Original
11、lyapproved in 1968. Last previous edition approved in 1999 as C 616 99.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandardsvolume information, refer to the standards Document Summary page onthe ASTM
12、 website.3Free silica consists of detrital quartz grains plus authigenic silica.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
13、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 rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible te
14、chnical 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 standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consider
15、ation 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 Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr
16、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(
17、www.astm.org).TABLE 1 Physical RequirementsNOTEThe material property values in Table 1 were established using samples prepared according to the individual test methods. Finishes, other thanthose specified in the individual test methods, may result in a deviation from established values.Property Test
18、 Requirements Classifications Test Method(s)Absorption by weight, max, % 8 I Sandstone C 973 II Quartzitic Sandstone1 III QuartziteDensity, min, lb/ft3(kg/m3) 125 (2003) I Sandstone C 97150 (2400) II Quartzitic Sandstone160 (2560) III QuartziteCompressive strength, min, psi (MPa) 4000 (27.6) I Sands
19、tone C 17010000 (68.9) II Quartzitic Sandstone20000 (137.9) III QuartziteModulus of rupture min, psi (MPa) 350 (2.4) I Sandstone C 991000 (6.9) II Quartzitic Sandstone2000 (13.9) III QuartziteAbrasion resistance, min HaA,B,C2DI Sandstone C 241/C 13538 II Quartzitic Sandstone8 III QuartziteAPertains
20、only to stone subject to foot traffic.BThe supplier of the abrasive, Norton, has indicated that the formula for No. 60 Alundum abrasive (Norton Treatment 138S) has been changed. The new abrasive iscurrently more aggressive, resulting in lower Havalues than when the standard was initially established
21、. As such, care should be taken when interpreting Hatest results,both with regard to this standard and with regard to historical data from the same quarry source. Committee C-18 is actively studying alternatives to deal with this issue.CAbrasion Resistance Test Method C 1353 will eventually replace Test Method C 241 and it is not necessary to perform both tests. Availability of the proper equipmentand materials by the testing laboratory may determine which test is performed.DNot recommended for paving in areas subject to heavy foot traffic.C616032
