ASTM C33-2003 Standard Specification for Concrete Aggregates《混凝土集料标准规范》.pdf

1、Designation: C 33 03Standard Specification forConcrete Aggregates1This standard is issued under the fixed designation C 33; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last revision. A number in parentheses indicate

2、s the year of last reapproval. A superscriptepsilon (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. Scope*1.1 This specification defines the requirements for gradingand quality of fine and coa

3、rse aggregate (other than lightweightor heavyweight aggregate) for use in concrete.21.2 This specification is for use by a contractor, concretesupplier, or other purchaser as part of the purchase documentdescribing the material to be furnished.NOTE 1This specification is regarded as adequate to ensu

4、re satisfac-tory materials for most concrete. It is recognized that, for certain work orin certain regions, it may be either more or less restrictive than needed. Forexample, where aesthetics are important, more restrictive limits may beconsidered regarding impurities that would stain the concrete s

5、urface. Thespecifier should ascertain that aggregates specified are or can be madeavailable in the area of the work, with regard to grading, physical, orchemical properties, or combination thereof.1.3 This specification is also for use in project specificationsto define the quality of aggregate, the

6、 nominal maximum sizeof the aggregate, and other specific grading requirements.Those responsible for selecting the proportions for the concretemixture shall have the responsibility of determining the pro-portions of fine and coarse aggregate and the addition ofblending aggregate sizes if required or

7、 approved.1.4 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.1.5 The text of this standard references notes and footnoteswhich provide explanatory material. These notes and footnotes(excluding those in tables and figures) shal

8、l not be consideredas requirements of this standard.2. Referenced Documents2.1 ASTM Standards:C 29/C 29M Test Method for Bulk Density (“Unit Weight”)and Voids in Aggregate3C40 Test Method for Organic Impurities in Fine Aggre-gates for Concrete3C87 Test Method for Effect of Organic Impurities in Fine

9、Aggregate on Strength of Mortar3C88 Test Method for Soundness of Aggregates by Use ofSodium Sulfate or Magnesium Sulfate3C117 Test Method for Material Finer than 75-m (No. 200)Sieve in Mineral Aggregates by Washing3C 123 Test Method for Lightweight Particles in Aggregate3C 125 Terminology Relating t

10、o Concrete and ConcreteAggregates3C 131 Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the LosAngeles Machine3C 136 Test Method for Sieve Analysis of Fine and CoarseAggregates3C 142 Test Method for Clay Lumps and Friable Particles inAggregates3C 15

11、0 Specification for Portland Cement4C 227 Test Method for Potential Alkali Reactivity ofCement-Aggregate Combinations (Mortar-Bar Method)3C 289 Test Method for Potential Alkali-Silica Reactivity ofAggregates (Chemical Method)3C 294 Descriptive Nomenclature for Constituents of Con-crete Aggregates3C

12、295 Guide for Petrographic Examination of Aggregatesfor Concrete3C 311 Test Methods for Sampling and Testing Fly Ash orNatural Pozzolans for Use as a Mineral Admixture inPortland-Cement Concrete3C 330 Specification for Lightweight Aggregates for Struc-tural Concrete3C 331 Specification for Lightweig

13、ht Aggregates for Con-crete Masonry Units3C 332 Specification for Lightweight Aggregates for Insulat-ing Concrete3C 342 Test Method for Potential Volume Change ofCement-Aggregate Combinations5C 441 Test Method for Effectiveness of MineralAdmixturesor Ground Blast-Furnace Slag in Preventing Excessive

14、1This specification is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregates and is the direct responsibility of SubcommitteeC09.20 on Normal Weight Aggregates.Current edition approved June 10, 2003. Published July 2003. Originallyapproved in 1921. Last previous edition app

15、roved in 2002 as C 33 02a.2For lightweight aggregates, see Specifications C 331, C 332, and C 330; forheavyweight aggregates see Specification C 637 and Descriptive NomenclatureC 638.3Annual Book of ASTM Standards, Vol 04.02.4Annual Book of ASTM Standards, Vol 04.01.5Discontinued; see 2001 Annual Bo

16、ok of ASTM Standards, Vol 04.02.1*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, United States.Expansion of Concrete Due to the Alkali-Silica Reaction3C 535 Test Method for Resistanc

17、e to Degradation of Large-Size Coarse Aggregate by Abrasion and Impact in the LosAngeles Machine3C 586 Test Method for Potential Alkali Reactivity of Car-bonate Rocks for Concrete Aggregates (Rock CylinderMethod)3C 595 Specification for Blended Hydraulic Cements4C 618 Specification for Coal Fly Ash

18、and Raw or CalcinedNatural Pozzolan for Use as a Mineral Admixture inConcrete3C 637 Specification for Aggregates for Radiation-ShieldingConcrete3C 638 Descriptive Nomenclature of Constituents of Aggre-gates for Radiation-Shielding Concrete3C 666 Test Method for Resistance of Concrete to RapidFreezin

19、g and Thawing3C 989 Specification for Ground Granulated Blast-FurnaceSlag for Use in Concrete and Mortars3C 1105 Test Method for Length Change of Concrete Due toAlkali-Carbonate Rock Reaction3C 1157 Performance Specification for Hydraulic Cement4C 1240 Specification for Use of Silica Fume as a Miner

20、alAdmixture in Hydraulic-Cement Concrete, Mortar, andGrout3C 1260 Test Method for Potential Alkali Reactivity ofAggregates (Mortar-Bar Method)3C 1293 Test Method for Concrete Aggregates by Determi-nation of Length Change of Concrete Due to Alkali-SilicaReaction3D75 Practice for Sampling Aggregates6D

21、 3665 Practice for Random Sampling of ConstructionMaterials6E11 Specification for WireCloth and Sieves for TestingPurposes73. Terminology3.1 For definitions of terms used in this standard, refer toTerminology C 125.4. Ordering and Specifying Information4.1 The direct purchaser of aggregates shall in

22、clude theinformation in 4.2 in the purchase order as applicable.Aprojectspecifier shall include in the project documents information todescribe the aggregate to be used in the project from theapplicable items in 4.3.4.2 Include in the purchase order for aggregates the follow-ing information, as appl

23、icable:4.2.1 Reference to this specification, as C 33_,4.2.2 Whether the order is for fine aggregate or for coarseaggregate,4.2.3 Quantity, in metric tons or tons,4.2.4 When the order is for fine aggregate:4.2.4.1 Whether the restriction on reactive materials in 7.3applies,4.2.4.2 In the case of the

24、 sulfate soundness test (see 8.1)which salt is to be used. If none is stated, either sodium sulfateor magnesium sulfate shall be used,4.2.4.3 The appropriate limit for material finer than 75-m(No. 200) sieve (see Table 1). If not stated, the 3.0 % limit shallapply,4.2.4.4 The appropriate limit for c

25、oal and lignite (see Table1). If not stated, the 1.0 % limit shall apply,4.2.5 When the order is for coarse aggregate:4.2.5.1 The grading (size number) (see 10.1 and Table 2), oralternate grading as agreed between the purchaser and aggre-gate supplier.4.2.5.2 The class designation (see 11.1 and Tabl

26、e 3),4.2.5.3 Whether the restriction on reactive materials in 11.2applies,4.2.5.4 In the case of the sulfate soundness test (see Table3), which salt is to be used. If none is stated, either sodiumsulfate or magnesium sufate shall be used, and4.2.6 Any exceptions or additions to this specification (s

27、eeNote 1).4.3 Include in project specifications for aggregates thefollowing information, as applicable:4.3.1 Reference to this specification, as C 33_.4.3.2 When the aggregate being described is fine aggregate:4.3.2.1 Whether the restriction on reactive materials in 7.3applies,4.3.2.2 In the case of

28、 the sulfate soundness test (see 8.1)which salt is to be used. If none is stated, either sodium sulfateor magnesium sulfate shall be used.4.3.2.3 The appropriate limit for material finer than the75-m (No. 200) sieve (see Table 1). If not stated, the 3.0 %limit shall apply, and4.3.2.4 The limit that

29、applies with regard to coal and lignite(Table 1). If not stated, the 1.0 % limit shall apply.4.3.3 When the aggregate being described is coarse aggre-gate, include:4.3.3.1 The nominal maximum size or sizes permitted,based on thickness of section or spacing of reinforcing bars orother criteria. In li

30、eu of stating the nominal maximum size, thespecifier shall designate an appropriate size number or numbers(see 10.1 and Table 2). Designation of a size number to indicatea nominal size shall not restrict the person responsible forselecting proportions from combining two or more gradings of6Annual Bo

31、ok of ASTM Standards, Vol 04.03.7Annual Book of ASTM Standards, Vol 14.02.TABLE 1 Limits for Deleterious Substances in Fine Aggregatefor ConcreteItemMass Percentof Total Sample,maxClay lumps and friable particles 3.0Material finer than 75-m (No. 200) sieve:Concrete subject to abrasion 3.0AAll other

32、concrete 5.0ACoal and lignite:Where surface appearance of concreteis of importance0.5All other concrete 1.0AIn the case of manufactured sand, if the material finer than the 75-m (No.200) sieve consists of the dust of fracture, essentially free of clay or shale, theselimits are permitted to be increa

33、sed to 5 and 7 %, respectively.C33032TABLE2GradingRequirementsforCoarseAggregatesSizeNumberNominalSize(SieveswithSquareOpenings)AmountsFinerthanEachLaboratorySieve(Square-Openings),MassPercent100 mm(4in.)90mm(312in.)75mm(3in.)63mm(212in.)50mm(2in.)37.5mm(112in.)25.0mm(1in.)19.0mm(34in.)12.5mm(12in.)

34、9.5mm(38in.)4.75mm(No.4)2.36mm(No.8)1.18mm(No.16)300m(No.50)190to37.5mm10090to100.25to60.0to15.0to5.(312to112in.)263to37.5mm(212to112in.).10090to10035to700to15.0to5.350to25.0mm(2to1in.).10090to10035to700to15.0to5.35750to4.75mm(2in.toNo.4).10095to100.35to70.10to30.0to5.437.5to19.0mm(112to34in.).10090

35、to10020to550to15.0to5.46737.5to4.75mm(112in.toNo.4).10095to100.35to70.10to300to5.525.0to12.5mm(1to12in.).10090to10020to550to100to5.5625.0to9.5mm(1to38in.).10090to10040to8510to400to150to5.5725.0to4.75mm(1in.toNo.4).10095to100.25to60.0to100to5.619.0to9.5mm(34to38in.).10090to10020to550to150to5.6719.0to

36、4.75mm(34in.toNo.4).10090to100.20to550to100to5.712.5to4.75mm(12in.toNo.4).10090to10040to700to150to5.89.5to2.36mm(38in.toNo.8).10085to10010to300to100to5.899.5to1.18mm(38in.toNo.16).10090to10020to555to300to100to59A4.75to1.18mm(No.4toNo.16).10085to10010to400to100to5ASizenumber9aggregateisdefinedinTermi

37、nologyC125asafineaggregate.Itisincludedasacoarseaggregatewhenitiscombinedwithasizenumber8materialtocreateasizenumber89,whichisacoarseaggregateasdefinedbyTerminologyC125.C33033TABLE3LimitsforDeleteriousSubstancesandPhysicalPropertyRequirementsofCoarseAggregateforConcreteNOTE1SeeFig.1forthelocationoft

38、heweatheringregionsandNote9forguidanceinusingthemap.Theweatheringregionsaredefinedasfollows:(S)SevereWeatheringRegionAcoldclimatewhereconcreteisexposedtodeicingchemicalsorotheraggressiveagents,orwhereconcretemaybecomesaturatedbycontinuedcontactwithmoistureorfreewaterpriortorepeatedfreezingandthawing

39、.(M)ModerateWeatheringRegionAclimatewhereoccasionalfreezingisexpected,butwhereconcreteinoutdoorservicewillnotbecontinuallyexposedtofreezingandthawinginthepresenceofmoistureortodeicingchemicals.(N)NegligibleWeatheringRegionAclimatewhereconcreteisrarelyexposedtofreezinginthepresenceofmoisture.ClassDes

40、ignationTypeorLocationofConcreteConstructionMaximumAllowable,%ClayLumpsandFriablePar-ticlesChert(LessThan2.40spgrSSD)SumofClayLumps,FriableParticles,andChert(LessThan2.40spgrSSD)MaterialFinerThan75-m(No.200)SieveCoalandLigniteAbrasionAMagnesiumSulfateSoundness(5cycles)BSevereWeatheringRegions1SFooti

41、ngs,foundations,columnsandbeamsnotexposedtotheweather,in-teriorfloorslabstobegivencoverings10.0.1.0C1.050.2SInteriorfloorswithoutcoverings5.0.1.0C0.550.3SFoundationwallsabovegrade,retainingwalls,abutments,piers,girders,andbeamsexposedtotheweather5.05.07.01.0C0.550184SPavements,bridgedecks,drivewaysa

42、ndcurbs,walks,patios,garagefloors,exposedfloorsandporches,orwater-frontstructures,subjecttofrequentwetting3.05.05.01.0C0.550185SExposedarchitecturalconcrete2.03.03.01.0C0.55018ModerateWeatheringRegions1MFootings,foundations,columns,andbeamsnotexposedtotheweather,in-teriorfloorslabstobegivencoverings

43、10.0.1.0C1.050.2MInteriorfloorswithoutcoverings5.0.1.0C0.550.3MFoundationwallsabovegrade,retainingwalls,abutments,piers,girders,andbeamsexposedtotheweather5.08.010.01.0C0.550184MPavements,bridgedecks,drivewaysandcurbs,walks,patios,garagefloors,exposedfloorsandporches,orwater-frontstructuressubjectto

44、frequentwet-ting5.05.07.01.0C0.550185MExposedarchitecturalconcrete3.03.05.01.0C0.55018NegligibleWeatheringRegions1NSlabssubjecttotrafficabrasion,bridgedecks,floors,sidewalks,pavements5.0.1.0C0.550.2NAllotherclassesofconcrete10.0.1.0C1.050.ACrushedair-cooledblast-furnaceslagisexcludedfromtheabrasionr

45、equirements.Theroddedorjiggedbulkdensity(unitweight)ofcrushedair-cooledblast-furnaceslagshallbenotlessthan1120kg/m3(70lb/ft3).Thegradingofslagusedinthebulkdensity(unitweight)testshallconformtothegradingtobeusedintheconcrete.Abrasionlossofgravel,crushedgravel,orcrushedstoneshallbedeterminedonthetests

46、izeorsizesmostnearlycorrespondingtothegradingorgradingstobeusedintheconcrete.Whenmorethanonegradingistobeused,thelimitonabrasionlossshallapplytoeach.BTheallowablelimitsforsoundnessshallbe12%ifsodiumsulfateisused.CThispercentageundereitherofthefollowingconditions:(1)ispermittedtobeincreasedto1.5ifthe

47、materialisessentiallyfreeofclayorshale;or(2)ifthesourceofthefineaggregatetobeusedintheconcreteisknowntocontainlessthanthespecifiedmaximumamountpassingthe75-m(No.200)sieve(Table1)thepercentagelimit(L)ontheamountinthecoarseaggregateispermittedtobeincreasedtoL=1+(P)/(100P)(TA),whereP=percentageofsandin

48、theconcreteasapercentoftotalaggregate,T=theTable1limitfortheamountpermittedinthefineaggregate,andA=theactualamountinthefineaggregate.(Thisprovidesaweightedcalculationdesignedtolimitthemaximummassofmaterialpassingthe75-m(No.200)sieveintheconcretetothatwhichwouldbeobtainedifboththefineandcoarseaggrega

49、teweresuppliedatthemaximumtabulatedpercentageforeachoftheseingredients.)C33034aggregate to obtain a desired grading, provided that thegradings are not otherwise restricted by the project specifierand the nominal maximum size indicated by the size number isnot exceeded,4.3.3.2 The class designation (see 11.1 and Table 3),4.3.3.3 Whether the restriction on reactive materials in 11.2applies,4.3.3.4 In the case of the sulfate soundness test (see T