1、Designation: C595/C595M 121Standard Specification forBlended Hydraulic Cements1This standard is issued under the fixed designation C595/C595M; the number immediately following the designation indicates the yearof original adoption or, in the case of revision, the year of last revision. A number in p
2、arentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1NOTENote 2 was corrected editorially in July 2012.1. Scope*1.1 This specific
3、ation pertains to blended hydraulic cementsfor both general and special applications, using slag, pozzolan,limestone, or some combination of these, with portland cementor portland cement clinker or slag with lime.NOTE 1This specification prescribes ingredients and proportions,with some performance r
4、equirements whereas Performance SpecificationC1157 is a hydraulic cement specification in which performance criteriaalone govern the products and their acceptance.1.2 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system ma
5、y not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non-conformancewith the standard. Values in SI units or inch-pound units shallbe obtained by measurement in SI units or inch-pound unitsor by appropriate con
6、version, using the Rules for Conversionand Rounding given in IEEE/ASTM SI 10, of measurementsmade in other units or SI units. Values are stated in only SIunits when inch-pound units are not used in practice.1.3 The text of this standard refers to notes and footnoteswhich provide explanatory material
7、. These notes and footnotes(excluding those in tables and figures) are not requirements ofthe standard.2. Referenced Documents2.1 ASTM Standards:2C51 Terminology Relating to Lime and Limestone (as usedby the Industry)C109/C109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2
8、-in. or 50-mm CubeSpecimens)C114 Test Methods for Chemical Analysis of HydraulicCementC150 Specification for Portland CementC151 Test Method for Autoclave Expansion of HydraulicCementC157/C157M Test Method for Length Change of HardenedHydraulic-Cement Mortar and ConcreteC183 Practice for Sampling an
9、d the Amount of Testing ofHydraulic CementC185 Test Method for Air Content of Hydraulic CementMortarC186 Test Method for Heat of Hydration of HydraulicCementC187 Test Method for Amount of Water Required forNormal Consistency of Hydraulic Cement PasteC188 Test Method for Density of Hydraulic CementC1
10、91 Test Methods for Time of Setting of HydraulicCement by Vicat NeedleC204 Test Methods for Fineness of Hydraulic Cement byAir-Permeability ApparatusC219 Terminology Relating to Hydraulic CementC226 Specification for Air-Entraining Additions for Use inthe Manufacture of Air-Entraining Hydraulic Ceme
11、ntC227 Test Method for Potential Alkali Reactivity ofCement-Aggregate Combinations (Mortar-Bar Method)C311 Test Methods for Sampling and Testing Fly Ash orNatural Pozzolans for Use in Portland-Cement ConcreteC430 Test Method for Fineness of Hydraulic Cement by the45-m (No. 325) SieveC465 Specificati
12、on for Processing Additions for Use in theManufacture of Hydraulic CementsC511 Specification for Mixing Rooms, Moist Cabinets,Moist Rooms, and Water Storage Tanks Used in theTesting of Hydraulic Cements and ConcretesC563 Test Method for Approximation of Optimum SO3inHydraulic Cement Using Compressiv
13、e StrengthC688 Specification for Functional Additions for Use inHydraulic CementsC821 Specification for Lime for Use with Pozzolans1This specification is under the jurisdiction of ASTM Committee C01 onCement and is the direct responsibility of Subcommittee C01.10 on HydraulicCements for General Conc
14、rete Construction.Current edition approved July 18, 2012. Published July 2012. Originallyapproved in 1967. Last previous edition approved in 2011 as C595/C595M11.DOI: 10.1520/C0595_C0595M-12.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serv
15、iceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appears at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, Uni
16、ted States.C1012 Test Method for Length Change of Hydraulic-Cement Mortars Exposed to a Sulfate SolutionC1038 Test Method for Expansion of Hydraulic CementMortar Bars Stored in WaterC1157 Performance Specification for Hydraulic CementE11 Specification for Woven Wire Test Sieve Cloth and TestSievesE3
17、50 Test Methods for Chemical Analysis of Carbon Steel,Low-Alloy Steel, Silicon Electrical Steel, Ingot Iron, andWrought IronE1019 Test Methods for Determination of Carbon, Sulfur,Nitrogen, and Oxygen in Steel, Iron, Nickel, and CobaltAlloys by Various Combustion and Fusion TechniquesIEEE/ASTM SI 10
18、Standard for Use of the InternationalSystem of Units (SI): the Modern Metric System2.2 CSA Standards:CSA A3004-D2 Determination of Total Organic Carbon inLimestone3. Terminology3.1 DefinitionsThe terms used in this specification aredefined in Terminology C219, except for the following terms:3.1.1 bi
19、nary blended cement, na blended hydraulic ce-ment consisting of portland cement with either a slag cement,a pozzolan, or a limestone.3.1.2 ternary blended cement, na blended hydraulic ce-ment consisting of portland cement with either a combinationof two different pozzolans, slag cement and a pozzola
20、n, apozzolan and a limestone, or a slag cement and a limestone.4. Classification4.1 This specification applies to the following types ofblended cement that generally are intended for use as indicated.4.1.1 Blended hydraulic cements for general concrete con-struction.4.1.1.1 Type ISPortland blast-fur
21、nace slag cement.4.1.1.2 Type IPPortland-pozzolan cement.4.1.1.3 Type ILPortland-limestone cement.4.1.1.4 Type ITTernary blended cement.4.2 Reporting:4.2.1 The naming practice for blended cements shall bemade by adding the suffix (X) to the type designation under4.1.1, where (X) equals the targeted
22、percentage of slag,pozzolan or limestone, in the product expressed as a wholenumber by mass of the final blended product, within theallowable variation as stated in 14.3.4.2.2 The naming practice for ternary blended cements shallbe made by adding the suffixes (AX) and (BY) to the Type ITdesignation
23、under 4.1.1, where:A is either “S” for slag cement, “P” for pozzolan, or“L” for limestone,whichever is present in larger amount by mass, andX is the targeted percentage by mass of constituent A, andB is either “S” for slag cement, “P” for pozzolan, or“L” for limestone, andY is the targeted percentag
24、e by mass of constituent B.Both X and Y values are expressed as a whole number bymass of the final blended product, within the allowablevariation as stated in 14.3. If X and Y are the same, list the twoconstituents in alphabetical order by constituent type (lime-stone, pozzolan, or slag).NOTE 2Examp
25、les of the naming practice per 4.2.1 and 4.2.2 areshown below (all percentages by mass):Binary blended cement with 80 % portland cement and 20 % slagcement = Type IS(20).Binary blended cement with 85 % portland cement and 15 % pozzolan= Type IP(15).Binary blended cement with 90 % portland cement and
26、 10 % limestone= Type IL(10).Ternary blended cement with 70 % portland cement, 20 % slag cementand 10 % pozzolan = Type IT(S20)(P10).Ternary blended cement with 65 % portland cement, 25 % of onepozzolan and 10 % of another pozzolan = Type IT(P25)(P10).Ternary blended cement with 60 % portland cement
27、 and 20 % ofslag cement and 20 % pozzolan = Type IT(P20)(S20).Ternary blended cement with 80 % portland cement, 10 % pozzolanand 10 % limestone = Type IT(L10)(P10).Ternary blended cement with 75 % portland cement, 15 % slag cementand 10 % limestone = Type IT(S15)(L10).4.2.3 A simplified naming pract
28、ice is used in this standardfor practicality and clarity when referring to specific require-ments for binary and ternary blended cements that are appli-cable to a range of products or in ternary blended cementswhen requirements are applicable to only one constituentwithin a specific range (%). (See
29、Note 3.)NOTE 3Examples of the simplified naming practices per 4.2.3 areshown below:1) An example when requirements are applicable to a range of productscan be found in Table 1, where the maximum SO3content of 3 % appliesto: binary blended cements with slag cement contents L),IT(L$S),IT(L$P),IT(PL)(L
30、H),BIT(L$S)(LH),BIT(L$P)(LH),BFineness C204, C430CCCCCAutoclave expansion, max, % C151 0.80 0.80 0.80 0.80 0.80Autoclave contraction, max, %DC151 0.20 0.20 0.20 0.20 0.20Time of setting, Vicat test:EC191Set, minutes, not less thanSet, hours, not more than457457457457457Air content of mortar, volume
31、%, maxAC185 12 12 12 12 12Compressive strength, minA, MPa psi: C109/C109M3 days 13.0 1890 11.0 1600 11.0 1600 . .7 days 20.0 2900 18.0 2610 18.0 2610 5.0 720 11.0 160028 days 25.0 3620 25.0 3620 25.0 3620 11.0 1600 21.0 3050Heat of hydration, max, kJ/kg cal/g: C1867 days 290 70F290 70F290 70F. 250 6
32、028 days 330 80F330 80F330 80F. 290 70Water requirement, max weight % of cementDrying shrinkage, max, %Mortar expansion, max, %:GC109/C109MC157/C157MC227.640.1514 days8 weeks0.0200.0600.0200.0600.0200.0600.0200.0600.0200.060Sulfate resistance, max, %:HExpansion at 180 daysC1012. 0.10 0.05 . .IExpans
33、ion at 1 year . . 0.10 . .IAAir-entrained cements shall have a mortar air content of 19 6 3 % by volume and the minimum compressive strength shall be no less than 80 % of the comparable non-air-entrained cement type.BApplicable only when higher strengths at early ages are not required or when low he
34、at is required.CBoth amount retained when wet sieved on 45-m (No. 325) sieve and specific surface by air permeability apparatus, m2/kg, shall be reported on all mill test reports requested under 14.4.DThe specimens shall remain firm and hard and show no signs of distortion, cracking, checking, pitti
35、ng, or disintegration when subjected to the autoclave expansion test.ETime of setting refers to initial setting time in Test Method C191. The time of setting of cements containing a user-requested accelerating or retarding functional addition need not meet the limits of this table, but shallbe state
36、d by the manufacturer.FApplicable only when moderate heat of hydration (MH) is specified, in which case the strength requirements shall be 80 % of the values shown in the table.GThe test for mortar expansion is an optional requirement to be applied only at the purchasers request and is not required
37、unless the cement will be used with alkali-reactive aggregate.HIn the testing of HS cement, testing at one year shall not be required when the cement meets the 180-day limit. An HS cement failing the 180-day limit shall not be rejected unless it also fails the one-year limit.IIf specifically invoked
38、 for Type IP(LH) and Type IT(P$S)(LH), the optional sulfate resistance criterion that applies for MS is a maximum of 0.10% expansion at 180 days and for HS is a maximum of 0.05% expansionat 180 days or a maximum of 0.10% expansion at one year (see Footnote H). Type IL and Type IT cements with limest
39、one are not included as moderate (MS) or high (HS) sulfate resistance cements.C595/C595M1216used to produce the cement. The plant facilities for intergrind-ing or blending and inspection shall be adequate to ensurecompliance with the provisions of this specification.13. Rejection13.1 At the option o
40、f the purchaser, cement shall be rejectedif it fails to meet any of the requirements of this specificationapplicable to the cement. Such rejection shall apply to anoptional requirement only if that option has been invoked forthe cement.13.2 When the purchaser requires, cement in bulk storagefor a pe
41、riod greater than six months shall be resampled andretested and, at the option of the purchaser, shall be rejected ifit fails to meet any of the applicable requirements of thisspecification. Cement so rejected shall be the responsibility ofthe owner of record at the time of sampling for retest.13.3
42、When the purchaser requires, packages more than 2 %below the mass marked thereon shall be rejected; or if theaverage mass of packages in any shipment, as shown bydetermining the mass of 50 packages taken at random, is lessthan that marked on the packages, the entire shipment, at theoption of the pur
43、chaser, shall be rejected.14. Certification14.1 At the request of the purchaser, the manufacturer shallstate in writing the source, amount, and composition of theessential constituents used in manufacture of the finishedcement and the composition of the blended cement purchased.14.2 At the request o
44、f the purchaser, the manufacturer shallstate in writing the nature, amount, and identity of anyprocessing, functional, or air-entraining addition used; andalso, if requested, shall supply test data showing compliance ofany such processing addition with the provisions of Specifica-tion C465 and of an
45、y such functional addition with theprovisions of Specification C688, and of any such air-entraining addition with the provisions of Specification C226.14.3 At the request of the purchaser, the manufacturer shallalso state in writing that the amounts of pozzolan, slag, orlimestone in the finished cem
46、ent will not vary more than 6 5.0mass % of the finished cement from lot to lot or within a lot.14.4 Upon request of the purchaser in the contract or order,a manufacturers certification shall be furnished indicating thatthe material was tested during production or transfer inaccordance with this spec
47、ification, that it complies with thisspecification, and a report of the test results shall be furnishedat the time of shipment (to include both amount retained on the45-m (No. 325) sieve and specific surface by the air perme-ability method).15. Packaging and Package Marking15.1 When the cement is de
48、livered in packages, the words,“portland blast-furnace slag cement,” “portland-pozzolan ce-ment,” “portland-limestone cement,” or “ternary blended ce-ment” as appropriate; the type of cement, name and brand ofthe manufacturer, and the mass of the cement containedtherein, shall be plainly marked on e
49、ach package. When thecement contains a functional addition listed in 5.1.3.5-5.1.3.10,the type of functional addition shall be plainly marked on eachpackage. Similar information shall be provided in the shippingdocuments accompanying the shipment of packaged or bulkcement. All packages shall be in good condition at the time ofinspection.16. Storage16.1 The cement shall be stored in such a manner as topermit easy access for proper inspection and identification ofeach shipment, and in a suitable weathertight
