1、Designation:C119418Standard Test Method forCompressive Strength of Architectural Cast Stone1This standard is issued under the fixed designation C1194;the number immediately following the designation indicates the year oforiginal adoption or,in the case of revision,the year of last revision.A number
2、in parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 This test method covers the sampling,preparation ofspecimens,and determination of the compressive strength ofarchitectural cast stone.1.2 The valu
3、es stated in inch-pound units are to be regardedas standard.The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered standard.1.3 This standard does not purport to address all of thesafety concerns,if any,associated with its
4、 use.It is theresponsibility of the user of this standard to establish appro-priate safety,health,and environmental practices and deter-mine the applicability of regulatory limitations prior to use.1.4 This international standard was developed in accor-dance with internationally recognized principle
5、s on standard-ization established in the Decision on Principles for theDevelopment of International Standards,Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade(TBT)Committee.2.Referenced Documents2.1 ASTM Standards:2C42/C42M Test Method for Obtaining and T
6、esting DrilledCores and Sawed Beams of ConcreteC109/C109M Test Method for Compressive Strength ofHydraulic Cement Mortars(Using 2-in.or 50-mm CubeSpecimens)C617/C617M Practice for Capping Cylindrical ConcreteSpecimens3.Terminology3.1 Definitions:3.1.1 cast stone,nan architectural precast concrete bu
7、ild-ing unit intended to simulate natural cut stone.4.Significance and Use4.1 This test method is to be used in determining thecompressive strength of cast stone.Compressive strength isone measure of resistance of cast stone to weathering andstructural stress.5.Apparatus5.1 Testing MachineThe testin
8、g machine shall conform tothe requirements prescribed in Test Method C109/C109Munless otherwise indicated therein.6.Sampling6.1 Select the sample to represent the cast stone underconsideration.The sample may be selected by the purchaser orhis authorized representative from each 500 ft3(14 m3)of cast
9、stone.Select a sample of adequate size to permit the prepara-tion of three compression test specimens.7.Test Specimens7.1 For compression tests,take three specimens from eachsample.Cut specimens from the finished surface of the sampleto consist of one surface intended to be exposed to view andfive s
10、aw-cut surfaces,except for faced cast stone,cut speci-mens through the faced surface to consist of approximatelyequal parts of the facing material and the backup material.7.2 Cut test specimens from the sample with saws.The testspecimens shall be 2-in.(50.8-mm)or 50-mm cubes.Theallowable size tolera
11、nce of the cubes shall be 618in.(3.2 mm).7.3 Measure the top and bottom of the bearing surfaces ofthe test specimens to 0.01 in.(0.25 mm)and average the twobearing areas to obtain the compression area.8.Conditioning8.1 Oven dry specimens at a temperature of 230 6 9F(110 6 5C)until the loss in mass i
12、s not more than 0.1%in 24h of drying.Remove from the oven and allow to cool in roomtemperature for 4 to 6 h before capping.9.Specimen Preparation9.1 Cap each specimen,after drying,using equipment,materials,and procedures that conform to those specified inPractice C617/C617M.Capping material is requi
13、red that willexceed the compressive strength of the tested cubes.Form the1This test method is under the jurisdiction of ASTM Committee C27 on PrecastConcrete Products and is the direct responsibility of Subcommittee C27.20 onArchitectural and Structural Products.Current edition approved May 1,2018.P
14、ublished May 2018.Originallypublished in 1991.Last previous edition approved in 2011 as C1194 03(2011).DOI:10.1520/C1194-18.2For 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
15、to the standards Document Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United StatesThis international standard was developed in accordance with internationally recognized principles on standardization established in t
16、he Decision on Principles for theDevelopment of International Standards,Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade(TBT)Committee.1 cap by spreading the capping material upon a capping plate andpressing the specimen firmly on it.Make the cap as thin aspossible but not to exceed332in.(2.4 mm).Caps must beallowed to harden a minimum of 16 hours prior to testing.10.Procedure10.1 Apply load through a spherical bearing block placed ontop of the specim
