ASTM C33 C33M-2011 Standard Specification for Concrete Aggregates《混凝土集料的标准规格》.pdf

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1、Designation: C33/C33M 11Standard Specification forConcrete Aggregates1This standard is issued under the fixed designation C33/C33M; 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 parentheses

2、indicates the year of last reapproval. Asuperscript 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.1. Scope*1.1 This specification defines the requirements for gradingand quality of fine

3、and coarse 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

4、to ensure 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 con

5、crete surface. 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 aggrega

6、te, the 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 requ

7、ired or approved.1.4 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from the two systems may result in non

8、-conformancewith the standard.1.5 The text of this standard references notes and footnoteswhich provide explanatory material. These notes and footnotes(excluding those in tables and figures) shall not be consideredas requirements of this standard.2. Referenced Documents2.1 ASTM Standards:3C29/C29M T

9、est Method for Bulk Density (“Unit Weight”)and Voids in AggregateC40 Test Method for Organic Impurities in Fine Aggregatesfor ConcreteC87 Test Method for Effect of Organic Impurities in FineAggregate on Strength of MortarC88 Test Method for Soundness of Aggregates by Use ofSodium Sulfate or Magnesiu

10、m SulfateC117 Test Method for Materials Finer than 75-m (No. 200)Sieve in Mineral Aggregates by WashingC123 Test Method for Lightweight Particles in AggregateC125 Terminology Relating to Concrete and Concrete Ag-gregatesC131 Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by

11、 Abrasion and Impact in the LosAngeles MachineC136 Test Method for Sieve Analysis of Fine and CoarseAggregatesC142 Test Method for Clay Lumps and Friable Particles inAggregatesC150 Specification for Portland CementC227 Test Method for Potential Alkali Reactivity ofCement-Aggregate Combinations (Mort

12、ar-Bar Method)C289 Test Method for Potential Alkali-Silica Reactivity ofAggregates (Chemical Method)C294 Descriptive Nomenclature for Constituents of Con-crete AggregatesC295 Guide for Petrographic Examination of Aggregatesfor ConcreteC311 Test Methods for Sampling and Testing Fly Ash orNatural Pozz

13、olans for Use in Portland-Cement ConcreteC330 Specification for Lightweight Aggregates for Struc-tural Concrete1This 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.Cur

14、rent edition approved Jan. 1, 2011. Published February 2011. Originallyapproved in 1921. Last previous edition approved in 2008 as C33/C33M 08. DOI:10.1520/C0033_C0033M-11.2For lightweight aggregates, see Specifications C330, C331, and C332; forheavyweight aggregates see Specification C637 and Descr

15、iptive NomenclatureC638.3For 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 to the standards Document Summary page onthe ASTM website.1*A Summary of Changes section appear

16、s at the end of this standard.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.C331 Specification for Lightweight Aggregates for Con-crete Masonry UnitsC332 Specification for Lightweight Aggregates for Insulat-ing ConcreteC342 Test Met

17、hod for Potential Volume Change of Cement-Aggregate Combinations4C441 Test Method for Effectiveness of Pozzolans orGround Blast-Furnace Slag in Preventing Excessive Ex-pansion of Concrete Due to the Alkali-Silica ReactionC535 Test Method for Resistance to Degradation of Large-Size Coarse Aggregate b

18、y Abrasion and Impact in the LosAngeles MachineC586 Test Method for Potential Alkali Reactivity of Car-bonate Rocks as Concrete Aggregates (Rock-CylinderMethod)C595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC

19、637 Specification for Aggregates for Radiation-ShieldingConcreteC638 Descriptive Nomenclature of Constituents of Aggre-gates for Radiation-Shielding ConcreteC666/C666M Test Method for Resistance of Concrete toRapid Freezing and ThawingC989 Specification for Slag Cement for Use in Concreteand Mortars

20、C1105 Test Method for Length Change of Concrete Due toAlkali-Carbonate Rock ReactionC1157 Performance Specification for Hydraulic CementC1240 Specification for Silica Fume Used in CementitiousMixturesC1260 Test Method for Potential Alkali Reactivity of Ag-gregates (Mortar-Bar Method)C1293 Test Metho

21、d for Determination of Length Change ofConcrete Due to Alkali-Silica ReactionC1567 Test Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Mate-rials and Aggregate (Accelerated Mortar-Bar Method)D75 Practice for Sampling AggregatesD3665 Practice for Random

22、Sampling of Construction Ma-terialsE11 Specification for Woven Wire Test Sieve Cloth and TestSieves3. Terminology3.1 For definitions of terms used in this standard, refer toTerminology C125.4. Ordering and Specifying Information4.1 The direct purchaser of aggregates shall include theinformation in 4

23、.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 applicable:4.2.1 Reference to

24、 this specification, as C33_,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 sulfate soundness test (s

25、ee 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 coal and lignite (see Table

26、1). 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 Table 3),4.2.5.3 Whether the r

27、estriction 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 sulfate shall be used, and4.2.6 Any exceptions or additions to this specification (seeNote 1).4.3 Include in

28、project specifications for aggregates thefollowing information, as applicable:4.3.1 Reference to this specification, as C33_.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 the sulfate soundness tes

29、t (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 applies with regard to coa

30、l and lignite(Table 1). If not stated, the 1.0 % limit shall apply.4Withdrawn. The last approved version of this historical standard is referencedon www.astm.org.TABLE 1 Limits for Deleterious Substances in Fine Aggregatefor ConcreteItemMass Percentof Total Sample,maxClay lumps and friable particles

31、 3.0Material finer than 75-m (No. 200) sieve:Concrete subject to abrasion 3.0AAll other 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 dus

32、t of fracture, essentially free of clay or shale, theselimits are permitted to be increased to 5 and 7 %, respectively.C33/C33M 112TABLE 2 Grading Requirements for Coarse AggregatesSize NumberNominal Size(Sieves withSquare Openings)Amounts Finer than Each Laboratory Sieve (Square-Openings), Mass Per

33、cent100mm(4 in.)90 mm(312 in.)75 mm(3 in.)63 mm(212 in.)50 mm(2 in.)37.5 mm(112 in.)25.0 mm(1 in.)19.0 mm(34 in.)12.5 mm(12 in.)9.5 mm(38 in.)4.75 mm(No. 4)2.36 mm(No. 8)1.18 mm(No. 16)300 m(No.50)1 90 to 37.5 mm 100 90 to 100 . 25 to 60 . 0 to 15 . 0 to 5 . . . . . .(312 to 112 in.)2 63to37.5mm(212

34、 to 112 in.). . 100 90 to 100 35 to 70 0 to 15 . 0 to 5 . . . . . .3 50to25.0mm(2 to 1 in.). . . 100 90 to 100 35 to 70 0 to 15 . 0 to 5 . . . . .357 50 to 4.75 mm(2 in. to No. 4). . . 100 95 to 100 . 35 to 70 . 10 to 30 . 0 to 5 . . .4 37.5 to 19.0 mm(112 to34 in.). . . . 100 90 to 100 20 to 55 0 t

35、o 15 . 0 to 5 . . . .467 37.5 to 4.75 mm(112 in. to No. 4). . . . 100 95 to 100 . 35 to 70 . 10 to 30 0 to 5 . . .5 25.0 to 12.5 mm(1 to12 in.). . . . . 100 90 to 100 20 to 55 0 to 10 0 to 5 . . . .56 25.0 to 9.5 mm(1 to38 in.). . . . . 100 90 to 100 40 to 85 10 to 40 0 to 15 0 to 5 . . .57 25.0to4.

36、75mm(1 in. to No. 4). . . . . 100 95 to 100 . 25 to 60 . 0 to 10 0 to 5 . .6 19.0 to 9.5 mm(34 to38 in.). . . . . . 100 90 to 100 20 to 55 0 to 15 0 to 5 . . .67 19.0to4.75mm(34 in. to No. 4). . . . . . 100 90 to 100 . 20 to 55 0 to 10 0 to 5 . .7 12.5to4.75mm(12 in. to No. 4). . . . . . . 100 90 to

37、 100 40 to 70 0 to 15 0 to 5 . .8 9.5 to 2.36 mm(38 in. to No. 8). . . . . . . . 100 85 to 100 10 to 30 0 to 10 0 to 5 .89 9.5to1.18mm(38 in. to No. 16). . . . . . . . 100 90 to 100 20 to 55 5 to 30 0 to 10 0 to 59A4.75 to 1.18 mm(No. 4 to No. 16). . . . . . . . . 100 85 to 100 10 to 40 0 to 10 0 to

38、 5ASize number 9 aggregate is defined in Terminology C125 as a fine aggregate. It is included as a coarse aggregate when it is combined with a size number 8 material to create a size number 89, which is a coarseaggregate as defined by Terminology C125.C33/C33M113TABLE 3 Limits for Deleterious Substa

39、nces and Physical Property Requirements of Coarse Aggregate for ConcreteNOTE 1See Fig. 1 for the location of the weathering regions and Note 9 for guidance in using the map. The weathering regions are defined as follows:(S) Severe Weathering RegionA cold climate where concrete is exposed to deicing

40、chemicals or other aggressive agents, orwhere concrete may become saturated by continued contact with moisture or free water prior to repeated freezing and thawing.(M) Moderate Weathering RegionA climate where occasional freezing is expected, but where concrete in outdoor service will notbe continua

41、lly exposed to freezing and thawing in the presence of moisture or to deicing chemicals.(N) Negligible Weathering RegionA climate where concrete is rarely exposed to freezing in the presence of moisture.ClassDesignationType or Location of ConcreteConstructionMaximum Allowable, %ClayLumps andFriable

42、Par-ticlesChert (LessThan 2.40 spgr SSD)Sum of ClayLumps, FriableParticles, andChert (LessThan 2.40 spgr SSD)Material FinerThan 75-m(No. 200) SieveCoal andLigniteAbrasionAMagnesiumSulfateSoundness(5 cycles)BSevere Weathering Regions1S Footings, foundations, columns andbeams not exposed to the weathe

43、r, in-terior floor slabs to be given coverings10.0 . . 1.0C1.0 50 .2S Interior floors without coverings 5.0 . . 1.0C0.5 50 .3S Foundation walls above grade, retainingwalls, abutments, piers, girders, andbeams exposed to the weather5.0 5.0 7.0 1.0C0.5 50 184S Pavements, bridge decks, drivewaysand cur

44、bs, walks, patios, garage floors,exposed floors and porches, or water-front structures, subject to frequentwetting3.0 5.0 5.0 1.0C0.5 50 185S Exposed architectural concrete 2.0 3.0 3.0 1.0C0.5 50 18Moderate Weathering Regions1M Footings, foundations, columns, andbeams not exposed to the weather, in-

45、terior floor slabs to be given coverings10.0 . . 1.0C1.0 50 .2M Interior floors without coverings 5.0 . . 1.0C0.5 50 .3M Foundation walls above grade, retainingwalls, abutments, piers, girders, andbeams exposed to the weather5.0 8.0 10.0 1.0C0.5 50 184M Pavements, bridge decks, drivewaysand curbs, w

46、alks, patios, garage floors, exposed floorsand porches, or water-front structures subject to frequent wet-ting5.0 5.0 7.0 1.0C0.5 50 185M Exposed architectural concrete 3.0 3.0 5.0 1.0C0.5 50 18Negligible Weathering Regions1N Slabs subject to traffic abrasion, bridgedecks, floors, sidewalks, pavemen

47、ts5.0 . . 1.0C0.5 50 .2N All other classes of concrete 10.0 . . 1.0C1.0 50 .ACrushed air-cooled blast-furnace slag is excluded from the abrasion requirements. The rodded or jigged bulk density (unit weight) of crushed air-cooled blast-furnace slag shall be not less than 1120 kg/m370 lb/ft3.The gradi

48、ng of slag used in the bulk density (unit weight) test shall conform to the grading to be used in the concrete. Abrasion loss of gravel, crushed gravel, or crushed stone shall be determined on the test size orsizes most nearly corresponding to the grading or gradings to be used in the concrete. When

49、 more than one grading is to be used, the limit on abrasion loss shall apply to each.BThe allowable limits for soundness shall be 12 % if sodium sulfate is used.CThis percentage under either of the following conditions: (1) is permitted to be increased to 1.5 if the material is essentially free of clay or shale; or (2) if the source of the fine aggregate to be used in the concreteis known to contain less than the specified maximum amount passing the 75-m (No. 200) sieve (Table 1) the percentage limit (L) on the amount in the coarse aggregat