8
c6 Designation: C 150 - 07 'U II INTERNATIONAL Standard Specification for Portland Cement 1 This standard is issued under the fixed designation C 150; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (0;;) indicates an editorial change since the last revision or reapproval. This stantklrd has been approved for lISe by agencies of tile Department of Defelise. 1. Scope' 1.1 This specification covers eight types of portland cement, as follows (see Note 2): 1.1.1 Type I-For use when the special properties specified for any other type are not required. 1.1.2 Type IA-Air-entraining cement for the same uses as Type I, where air-entrainment is desired. 1.1.3 Type II-For general use, more especially when mod- erate sulfate resistance or moderate heat of hydration is desired. 1.1.4 Type IIA-Air-entraining cement for the same uses as Type II, where air-entrainment is desired. 1.1.5 Type III-For use when high early strength is desired. 1.1.6 Type IILA-Air-entraining cement for the same use as Type III, where air-entrainment is desired. 1.1.7 Type lV-For use when a low heat of hydration is desired. 1.1.8 Type V-For use when high sulfate resistance is desired. Nom l-Some cements are designated with a combined type classifi- cation. such as Type lin, indicating that the cement meets the require- ments of the indicated types and is being offered as suitable for use when either type is desired. NOTE 2--Cement conforming to the requirements for all types are not carried in stock in some areas. In advance of specifying the use of cement other than Type I, determine whether the proposed type of cement is, or can be made, available. 1.2 When both SI and inch-pound units are present, the SI units are the standard. The inch-pound units are approxima- tions listed for information only. 1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. I This specification is under the jurisdiction of ASTM Committee COlon Cement and is the direct responsibility of Subcommittee C01.lO on Hydraulic Cements for General Concrete Construction. Current edition approved May I, 2007. Published June 2007. Originally approved in 1940. Last previous edition approved in 2005 as C 150 - 05. 2. Referenced Documents 2.1 ASTM Standards: 2 C 33 Specification for Concrete Aggregates C 51 Terminology Relating to Lime and Limestone (as used by the Industry) C lO9/C 109M Test Method for Compressive Strength of Hydraulic Cement Mortars(Using 2-in. or [50-mm] Cube Specimens) C 114 Test Methods for Chemical Analysis of Hydraulic Cement C 115 Test Method for Fineness of Portland Cement by the Turbidimeter C 151 Test Method for Autoclave Expansion of Hydraulic Cement C 183 Practice for Sampling and the Amount of Testing of Hydraulic Cement C 185 Test Method for Air Content of Hydraulic Cement Mortar C 186 Test Method for Heat of Hydration of Hydraulic Cement C 191 Test Methods for Time of Setting of Hydraulic Cement by Vic.t Needle C 204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus C 219 Terminology Relating to Hydraulic Cement C 226 Specification for Air-Entraining Additions for Use in the Manufaclure of Air-Entraining Hydraulic Cement C 266 Test Method for Time of Setting of Hydraulic- Cement Paste by Gillmore Needles C 451 Test Method for Early Stiffening of Hydraulic Ce- ment (paste Method) C 452 Test Method for Potential Expansion of Portland- Cement Mortars Exposed to Sulfate C 465 Specification for Processing Additions for Use in the Manufacture of Hydraulic Cements :1 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [email protected]. For Annual Book of ASTM Standards volume information, refer to the standard's Document Summary page on the ASTM website. *A Summary of Cbanges section appears at the end of this standard. Copyrlght@ASTM Intemallonal, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428'2959, United States. I c6 Designation: C 150 - 07 'U II INTERNATIONAL Standard Specification for Portland Cement 1 This standard is issued under the fixed designation C 150; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (0;;) indicates an editorial change since the last revision or reapproval. This stantklrd has been approved for lISe by agencies of tile Department of Defelise. 1. Scope' 1.1 This specification covers eight types of portland cement, as follows (see Note 2): 1.1.1 Type I-For use when the special properties specified for any other type are not required. 1.1.2 Type IA-Air-entraining cement for the same uses as Type I, where air-entrainment is desired. 1.1.3 Type II-For general use, more especially when mod- erate sulfate resistance or moderate heat of hydration is desired. 1.1.4 Type IIA-Air-entraining cement for the same uses as Type II, where air-entrainment is desired. 1.1.5 Type III-For use when high early strength is desired. 1.1.6 Type IILA-Air-entraining cement for the same use as Type III, where air-entrainment is desired. 1.1.7 Type lV-For use when a low heat of hydration is desired. 1.1.8 Type V-For use when high sulfate resistance is desired. Nom l-Some cements are designated with a combined type classifi- cation. such as Type lin, indicating that the cement meets the require- ments of the indicated types and is being offered as suitable for use when either type is desired. NOTE 2--Cement conforming to the requirements for all types are not carried in stock in some areas. In advance of specifying the use of cement other than Type I, determine whether the proposed type of cement is, or can be made, available. 1.2 When both SI and inch-pound units are present, the SI units are the standard. The inch-pound units are approxima- tions listed for information only. 1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard. I This specification is under the jurisdiction of ASTM Committee COlon Cement and is the direct responsibility of Subcommittee C01.lO on Hydraulic Cements for General Concrete Construction. Current edition approved May I, 2007. Published June 2007. Originally approved in 1940. Last previous edition approved in 2005 as C 150 - 05. 2. Referenced Documents 2.1 ASTM Standards: 2 C 33 Specification for Concrete Aggregates C 51 Terminology Relating to Lime and Limestone (as used by the Industry) C lO9/C 109M Test Method for Compressive Strength of Hydraulic Cement Mortars(Using 2-in. or [50-mm] Cube Specimens) C 114 Test Methods for Chemical Analysis of Hydraulic Cement C 115 Test Method for Fineness of Portland Cement by the Turbidimeter C 151 Test Method for Autoclave Expansion of Hydraulic Cement C 183 Practice for Sampling and the Amount of Testing of Hydraulic Cement C 185 Test Method for Air Content of Hydraulic Cement Mortar C 186 Test Method for Heat of Hydration of Hydraulic Cement C 191 Test Methods for Time of Setting of Hydraulic Cement by Vic.t Needle C 204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus C 219 Terminology Relating to Hydraulic Cement C 226 Specification for Air-Entraining Additions for Use in the Manufaclure of Air-Entraining Hydraulic Cement C 266 Test Method for Time of Setting of Hydraulic- Cement Paste by Gillmore Needles C 451 Test Method for Early Stiffening of Hydraulic Ce- ment (paste Method) C 452 Test Method for Potential Expansion of Portland- Cement Mortars Exposed to Sulfate C 465 Specification for Processing Additions for Use in the Manufacture of Hydraulic Cements :1 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at [email protected]. For Annual Book of ASTM Standards volume information, refer to the standard's Document Summary page on the ASTM website. *A Summary of Cbanges section appears at the end of this standard. Copyrlght@ASTM Intemallonal, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428'2959, United States. I

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c6 Designation: C 150 - 07 'U II INTERNATIONAL StandardSpecificationfor PortlandCement1 ThisstandardisissuedunderthefixeddesignationC 150;thenumberimmediatelyfollowingthedesignation indicatestheyearof originaladoption or,inthecaseof revision,theyearof lastrevision.A numberinparenthesesindicatestheyearof last reapproval.A superscript epsilon(0;;) indicatesaneditorialchangesincethelastrevisionorreapproval. Thisstantklrd hasbeen approved forlISebyagenciesof tileDepartment of Defelise. 1.Scope' 1.1This specification covers eight typesof portland cement, asfollows(seeNote 2): 1.1.1TypeI-For use whenthespecial properties specified for any other typearenot required. 1.1.2TypeIA-Air-entraining cement forthesame usesas TypeI,whereair-entrainmentisdesired. 1.1.3TypeII-For generaluse, moreespecially when mod-eratesulfateresistanceormoderateheatofhydrationis desired. 1.1.4TypeIIA-Air-entraining cement forthesameusesas TypeII,whereair-entrainmentisdesired. 1.1.5TypeIII-For use when high early strength is desired. 1.1.6Type IILA-Air-entraining cement forthesame use as TypeIII,whereair-entrainmentisdesired. 1.1.7TypelV-For usewhenalowheatofhydrationis desired. 1.1.8TypeV-Forusewhenhighsulfateresistanceis desired. Noml-Some cementsaredesignatedwitha combinedtypeclassifi-cation.suchasTypelin,indicatingthatthecementmeetstherequire-mentsof the indicatedtypesand isbeingofferedassuitableforusewhen eithertypeisdesired. NOTE2--Cement conformingtotherequirementsforalltypesarenot carried in stock in some areas.In advance of specifying the use of cement otherthanTypeI, determinewhethertheproposedtypeof cementis,or can be made,available. 1.2When both SIandinch-poundunitsarepresent,theSI unitsarethestandard.Theinch-poundunitsareapproxima-tionslistedforinformationonly. 1.3The textof thisstandardreferencesnotesandfootnotes which provide explanatory material. These notes and footnotes (excludingthose in tablesand figures)shall not beconsidered asrequirementsof thestandard. IThisspecificationisunderthejurisdictionof ASTMCommitteeCOlon Cementandisthedirectresponsibilityof SubcommitteeC01.lOonHydraulic CementsforGeneralConcreteConstruction. CurrenteditionapprovedMayI,2007.PublishedJune2007.Originally approved in1940.Lastpreviouseditionapprovedin2005asC 150 - 05. 2.Referenced Documents 2.1ASTM Standards:2 C 33SpecificationforConcrete Aggregates C 51Terminology Relating to Lime and Limestone (as used bytheIndustry) ClO9/C109MTestMethodforCompressiveStrengthof HydraulicCement Mortars(Using2-in.or[50-mm]Cube Specimens) C114TestMethodsforChemicalAnalysisofHydraulic Cement C115Test Method for Fineness of Portland Cement by the Turbidimeter C151TestMethodforAutoclaveExpansionof Hydraulic Cement C183Practice forSampling andthe Amount of Testingof HydraulicCement C185TestMethodforAirContentof HydraulicCement Mortar C186TestMethodforHeatofHydrationofHydraulic Cement C191TestMethodsforTimeofSettingofHydraulic Cement by Vic.t Needle C 204Test MethodsforFinenessof HydraulicCementby Air-Permeability Apparatus C 219TerminologyRelatingtoHydraulicCement C 226Specification for Air-Entraining Additionsfor Use in theManufaclure of Air-EntrainingHydraulicCement C 266TestMethodforTimeofSettingofHydraulic-Cement PastebyGillmoreNeedles C 451TestMethodforEarlyStiffeningof HydraulicCe-ment (paste Method) C 452TestMethodforPotentialExpansionofPortland-Cement MortarsExposedtoSulfate C 465Specification for Processing Additions for Use in the Manufactureof Hydraulic Cements :1 ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,or contact [email protected] AnnualBook of ASTM Standardsvolume information, refer to thestandard'sDocument Summary page on theASTMwebsite. *A Summary of Cbanges section appears at theendof this standard. Copyrlght@ASTM Intemallonal,100 Barr Harbor Drive,POBox C700,West Conshohocken,PA 19428'2959,UnitedStates. I c6 Designation: C 150 - 07 'U II INTERNATIONAL StandardSpecificationfor PortlandCement1 ThisstandardisissuedunderthefixeddesignationC 150;thenumberimmediatelyfollowingthedesignation indicatestheyearof originaladoption or,inthecaseof revision,theyearof lastrevision.A numberinparenthesesindicatestheyearof last reapproval.A superscript epsilon(0;;) indicatesaneditorialchangesincethelastrevisionorreapproval. Thisstantklrd hasbeen approved forlISebyagenciesof tileDepartment of Defelise. 1.Scope' 1.1This specification covers eight typesof portland cement, asfollows(seeNote 2): 1.1.1TypeI-For use whenthespecial properties specified for any other typearenot required. 1.1.2TypeIA-Air-entraining cement forthesame usesas TypeI,whereair-entrainmentisdesired. 1.1.3TypeII-For generaluse, moreespecially when mod-eratesulfateresistanceormoderateheatofhydrationis desired. 1.1.4TypeIIA-Air-entraining cement forthesameusesas TypeII,whereair-entrainmentisdesired. 1.1.5TypeIII-For use when high early strength is desired. 1.1.6Type IILA-Air-entraining cement forthesame use as TypeIII,whereair-entrainmentisdesired. 1.1.7TypelV-For usewhenalowheatofhydrationis desired. 1.1.8TypeV-Forusewhenhighsulfateresistanceis desired. Noml-Some cementsaredesignatedwitha combinedtypeclassifi-cation.suchasTypelin,indicatingthatthecementmeetstherequire-mentsof the indicatedtypesand isbeingofferedassuitableforusewhen eithertypeisdesired. NOTE2--Cement conformingtotherequirementsforalltypesarenot carried in stock in some areas.In advance of specifying the use of cement otherthanTypeI, determinewhethertheproposedtypeof cementis,or can be made,available. 1.2When both SIandinch-poundunitsarepresent,theSI unitsarethestandard.Theinch-poundunitsareapproxima-tionslistedforinformationonly. 1.3The textof thisstandardreferencesnotesandfootnotes which provide explanatory material. These notes and footnotes (excludingthose in tablesand figures)shall not beconsidered asrequirementsof thestandard. IThisspecificationisunderthejurisdictionof ASTMCommitteeCOlon Cementandisthedirectresponsibilityof SubcommitteeC01.lOonHydraulic CementsforGeneralConcreteConstruction. CurrenteditionapprovedMayI,2007.PublishedJune2007.Originally approved in1940.Lastpreviouseditionapprovedin2005asC 150 - 05. 2.Referenced Documents 2.1ASTM Standards:2 C 33SpecificationforConcrete Aggregates C 51Terminology Relating to Lime and Limestone (as used bytheIndustry) ClO9/C109MTestMethodforCompressiveStrengthof HydraulicCement Mortars(Using2-in.or[50-mm]Cube Specimens) C114TestMethodsforChemicalAnalysisofHydraulic Cement C115Test Method for Fineness of Portland Cement by the Turbidimeter C151TestMethodforAutoclaveExpansionof Hydraulic Cement C183Practice forSampling andthe Amount of Testingof HydraulicCement C185TestMethodforAirContentof HydraulicCement Mortar C186TestMethodforHeatofHydrationofHydraulic Cement C191TestMethodsforTimeofSettingofHydraulic Cement by Vic.t Needle C 204Test MethodsforFinenessof HydraulicCementby Air-Permeability Apparatus C 219TerminologyRelatingtoHydraulicCement C 226Specification for Air-Entraining Additionsfor Use in theManufaclure of Air-EntrainingHydraulicCement C 266TestMethodforTimeofSettingofHydraulic-Cement PastebyGillmoreNeedles C 451TestMethodforEarlyStiffeningof HydraulicCe-ment (paste Method) C 452TestMethodforPotentialExpansionofPortland-Cement MortarsExposedtoSulfate C 465Specification for Processing Additions for Use in the Manufactureof Hydraulic Cements :1 ForreferencedASTMstandards,visittheASTMwebsite,www.astm.org,or contact [email protected] AnnualBook of ASTM Standardsvolume information, refer to thestandard'sDocument Summary page on theASTMwebsite. *A Summary of Cbanges section appears at theendof this standard. Copyrlght@ASTM Intemallonal,100 Barr Harbor Drive,POBox C700,West Conshohocken,PA 19428'2959,UnitedStates. I C1S0-07 C 563Test Method for Approximationof Optimum SO, in Hydraulic CementUsingCompressiveStrength C1038TestMethodforExpansionofHydraulicCement Mortar BarsStored inWater E 29PracticeforUsingSignificantDigitsinTestDatato DetermineConformance withSpecifications 3.Terminology 3.1Definitions-See TerminologyC 219. 4.Ordering Infonnation 4.1Orders for material under this specification shall include the following: 4.1.1Thisspecificationnumber anddate, 4.1.2Typeor typesallowable.If notypeisspecified, Type Ishallbesupplied, 4.1.3Anyoptional chemical requirementsfromTable2, if desired,and 4.1.4AnyoptionalphysicalrequirementsfromTable4,if desired. 5.Ingredients 5.1Thecement covered bythisspecificationshallcontain noingredientsexcept asfollows: 5.1.1Portland cement clinker. 5.1.2Wateror calciumsulfate,or both.Theamountsshall be such that thelimitsshownin Table1 forsulfur trioxide and loss-on-ignition arenot exceeded. 5.1.3Limestone. Theamount shallnot be morethan5.0 % bymasssuch thatthechemicalandphysical requirementsof thisstandardaremet (SeeNote3).Thelimesllme,defined in TerminologyC51,shallbenaturallyoccurringandconsist of at least 70 % bymassof one or moreof the mineral formsof calcium carbonate. NOTE3-The standard permitsupto5 % bymassof thefinalcement producttobe naturallyoccurring,finelygroundlimestone,butdoesnot requirethatlimestonebeaddedtothecement.Cementwithoutground limestonecanbespecifiedin thecontract or order. 5.1.4Processing additions.Theyshall have beenshownto meettherequirementsof SpecificationC 465intheamounts usedor greater. 5.1.5Air-entrainingaddition(forair-entrainingportland cementonly).Theintergroundadditionshallconformtothe requirementsof SpecificationC 226. 6.ChemicalComposition 6.1Portlandcementofeachoftheeighttypesshownin Section1shallconformtotherespectivestandardchemical requirementsprescribedinTable1.Inaddition,optional chemical requirementsareshown in Table2. NOTE4--Thelimitonthesum,~ + 4.75C)A,inTableIprovides control on theheat of hydration of the cement and is consistent with a Test MethodC186 7-dayheat of hydrationlimitof 335kJ/kg(80cal/g). 7.Physical Properties 7.1Portlandcementof eachoftheeighttypesshownin Section1shallconformtotherespectivestandardphysical requirementsprescribedinTable3.Inaddition,optional physical requirementsareshownin Table 4. 8.Sampling 8.1When the purchaser desiresthatthe cement be sampled and tested to verify compliance with this specification, perform samplingandtestingin accordancewithPractice C183. 8.2Practice C183 is not designed for manufacturing quality control andisnot requiredformanufacturer's certification. TABLE 1Standard Composition Requirements Cement TypeA Aluminumoxide(AI20s),max,% Ferric oxide (Fe20a), max, % Magnesium oxide(MgO),max,% Sulfur trioxide(SOs), Dmax,% When(CsA)Eis 8%or less When(CsA)E ismore than 8% Lossonignition, max, % Insoluble residue,max, % Tlicalciumsilicate(CsS)E,max, % Dicalcium silicate (C2S)E,min,% Tricalciumaluminate (CaP-)E,max,% Sumof CsS+ 4.75C:;AG,max,% Telracalcium aluminoferrile plus twice thetricalciumaluminate(C4AF + 2(CsA, or solid solution (C4AF + C2F),asapplicable,max,% ASeeNote 2. BDoesnot applywhen the heat of hydration limit in Table 4 is specified. COoesnot applywhen thesulfateresistancelimit in Table 4 is specified. Applicable TestI and MethodIA C 114 C 114 C 1146.0 C 114 3.0 3.5 C 1143.0 C1140.75 See Annex Al See Annex AI See Annex A1 See Annex A1 See Annex A1 II andIIIand IVV IIAlilA 6.0 6.0Be 6.5 6.06.06.06.0 3.03.52.32.3 F 4.5 FF 3.03.02.53.0 0.750.750.750.75 35s 40s B157s 5" 100H 25" D'Jllerearecases where optimumSOs(using TestMethod C 563) for a pal1icular cement isclose toor inexcessof the limitin thisspecification.In suchcaseswhere propel1iesofacementcanbeimprovedbyexceedingtheSOslimitsstatedin thistable,ilispermissibletoexceedthevaluesinthetable,providedithasbeen demonstrated byTest Method C 1038 that the cement with the increased SO:;.wi!! not develop expansion In water exceeding 0.020 % al14 days. When the manufacturer suppliescementunder this prOVision,he shall,uponrequest,supply supportingdala to the purchaser. ESSS Annex AIforcalculation. -=Notapplicable. GSeeNote 4. H]naddition,7-day heat ofhydration testing by TestMethod C 186 shallbeconductedatleast onceeverysixmonths.Suchtestingshallnotbeused foracceptance or rejectionof thecement,but resultsshallbereported for informationalpurposes. 2 C1S0-07 C 563Test Method for Approximationof Optimum SO, in Hydraulic CementUsingCompressiveStrength C1038TestMethodforExpansionofHydraulicCement Mortar BarsStored inWater E 29PracticeforUsingSignificantDigitsinTestDatato DetermineConformance withSpecifications 3.Terminology 3.1Definitions-See TerminologyC 219. 4.Ordering Infonnation 4.1Orders for material under this specification shall include the following: 4.1.1Thisspecificationnumber anddate, 4.1.2Typeor typesallowable.If notypeisspecified, Type Ishallbesupplied, 4.1.3Anyoptional chemical requirementsfromTable2, if desired,and 4.1.4AnyoptionalphysicalrequirementsfromTable4,if desired. 5.Ingredients 5.1Thecement covered bythisspecificationshallcontain noingredientsexcept asfollows: 5.1.1Portland cement clinker. 5.1.2Wateror calciumsulfate,or both.Theamountsshall be such that thelimitsshownin Table1 forsulfur trioxide and loss-on-ignition arenot exceeded. 5.1.3Limestone. Theamount shallnot be morethan5.0 % bymasssuch thatthechemicalandphysical requirementsof thisstandardaremet (SeeNote3).Thelimesllme,defined in TerminologyC51,shallbenaturallyoccurringandconsist of at least 70 % bymassof one or moreof the mineral formsof calcium carbonate. NOTE3-The standard permitsupto5 % bymassof thefinalcement producttobe naturallyoccurring,finelygroundlimestone,butdoesnot requirethatlimestonebeaddedtothecement.Cementwithoutground limestonecanbespecifiedin thecontract or order. 5.1.4Processing additions.Theyshall have beenshownto meettherequirementsof SpecificationC 465intheamounts usedor greater. 5.1.5Air-entrainingaddition(forair-entrainingportland cementonly).Theintergroundadditionshallconformtothe requirementsof SpecificationC 226. 6.ChemicalComposition 6.1Portlandcementofeachoftheeighttypesshownin Section1shallconformtotherespectivestandardchemical requirementsprescribedinTable1.Inaddition,optional chemical requirementsareshown in Table2. NOTE4--Thelimitonthesum,~ + 4.75C)A,inTableIprovides control on theheat of hydration of the cement and is consistent with a Test MethodC186 7-dayheat of hydrationlimitof 335kJ/kg(80cal/g). 7.Physical Properties 7.1Portlandcementof eachoftheeighttypesshownin Section1shallconformtotherespectivestandardphysical requirementsprescribedinTable3.Inaddition,optional physical requirementsareshownin Table 4. 8.Sampling 8.1When the purchaser desiresthatthe cement be sampled and tested to verify compliance with this specification, perform samplingandtestingin accordancewithPractice C183. 8.2Practice C183 is not designed for manufacturing quality control andisnot requiredformanufacturer's certification. TABLE 1Standard Composition Requirements Cement TypeA Aluminumoxide(AI20s),max,% Ferric oxide (Fe20a), max, % Magnesium oxide(MgO),max,% Sulfur trioxide(SOs), Dmax,% When(CsA)Eis 8%or less When(CsA)E ismore than 8% Lossonignition, max, % Insoluble residue,max, % Tlicalciumsilicate(CsS)E,max, % Dicalcium silicate (C2S)E,min,% Tricalciumaluminate (CaP-)E,max,% Sumof CsS+ 4.75C:;AG,max,% Telracalcium aluminoferrile plus twice thetricalciumaluminate(C4AF + 2(CsA, or solid solution (C4AF + C2F),asapplicable,max,% ASeeNote 2. BDoesnot applywhen the heat of hydration limit in Table 4 is specified. COoesnot applywhen thesulfateresistancelimit in Table 4 is specified. Applicable TestI and MethodIA C 114 C 114 C 1146.0 C 114 3.0 3.5 C 1143.0 C1140.75 See Annex Al See Annex AI See Annex A1 See Annex A1 See Annex A1 II andIIIand IVV IIAlilA 6.0 6.0Be 6.5 6.06.06.06.0 3.03.52.32.3 F 4.5 FF 3.03.02.53.0 0.750.750.750.75 35s 40s B157s 5" 100H 25" D'Jllerearecases where optimumSOs(using TestMethod C 563) for a pal1icular cement isclose toor inexcessof the limitin thisspecification.In suchcaseswhere propel1iesofacementcanbeimprovedbyexceedingtheSOslimitsstatedin thistable,ilispermissibletoexceedthevaluesinthetable,providedithasbeen demonstrated byTest Method C 1038 that the cement with the increased SO:;.wi!! not develop expansion In water exceeding 0.020 % al14 days. When the manufacturer suppliescementunder this prOVision,he shall,uponrequest,supply supportingdala to the purchaser. ESSS Annex AIforcalculation. -=Notapplicable. GSeeNote 4. H]naddition,7-day heat ofhydration testing by TestMethod C 186 shallbeconductedatleast onceeverysixmonths.Suchtestingshallnotbeused foracceptance or rejectionof thecement,but resultsshallbereported for informationalpurposes. 2 Cement Type


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