ASTM C387C387M-17 Standard Specification for Packaged, Dry, Combined Materials for Concrete and High Strength Mortar.pdf

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1、Designation: C387/C387M 17Standard Specification forPackaged, Dry, Combined Materials for Concrete and HighStrength Mortar1This standard is issued under the fixed designation C387/C387M; the number immediately following the designation indicates the yearof original adoption or, in the case of revisi

2、on, the year of last revision. A number in parentheses indicates the year of last reapproval.A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope*1.1 This specification covers the production, properties,packaging, and testing of packaged, dry, combine

3、d materialsfor concrete and high strength mortar. The classifications ofconcrete and mortar covered are defined in Section 3.NOTE 1The scope of this standard does not cover mortars for unitmasonry. Dry preblended mortars for unit masonry are covered bySpecification C1714/C1714M.1.2 The values stated

4、 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-conformancewith the standard. Some va

5、lues have only SI units because theinch-pound equivalents are not used in practice.1.3 The following safety hazards caveat pertains only to thetest method portion of this specification. This standard does notpurport to address all of the safety concerns, if any, associatedwith its use. It is the res

6、ponsibility of the user of this standardto establish appropriate safety and health practices anddetermine the applicability of regulatory limitations prior touse.1.4 This international standard was developed in accor-dance with internationally recognized principles on standard-ization established in

7、 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:2C33 Specification for Concrete AggregatesC39/C39M Test Method for Compre

8、ssive Strength of Cylin-drical Concrete SpecimensC91 Specification for Masonry CementC109/C109M Test Method for Compressive Strength ofHydraulic Cement Mortars (Using 2-in. or 50-mm CubeSpecimens)C125 Terminology Relating to Concrete and Concrete Ag-gregatesC138/C138M Test Method for Density (Unit W

9、eight), Yield,and Air Content (Gravimetric) of ConcreteC143/C143M Test Method for Slump of Hydraulic-CementConcreteC144 Specification for Aggregate for Masonry MortarC150 Specification for Portland CementC173/C173M Test Method forAir Content of Freshly MixedConcrete by the Volumetric MethodC185 Test

10、 Method for Air Content of Hydraulic CementMortarC192/C192M Practice for Making and Curing Concrete TestSpecimens in the LaboratoryC207 Specification for Hydrated Lime for Masonry Pur-posesC231 Test Method for Air Content of Freshly Mixed Con-crete by the Pressure MethodC260 Specification for Air-En

11、training Admixtures for Con-creteC270 Specification for Mortar for Unit MasonryC305 Practice for Mechanical Mixing of Hydraulic CementPastes and Mortars of Plastic ConsistencyC330 Specification for Lightweight Aggregates for Struc-tural ConcreteC494/C494M Specification for Chemical Admixtures forCon

12、creteC566 Test Method for Total Evaporable Moisture Content ofAggregate by DryingC595 Specification for Blended Hydraulic CementsC618 Specification for Coal Fly Ash and Raw or CalcinedNatural Pozzolan for Use in ConcreteC702 Practice for Reducing Samples ofAggregate to TestingSizeC989 Specification

13、for Slag Cement for Use in Concrete andMortars1This specification is under the jurisdiction of ASTM Committee C09 onConcrete and Concrete Aggregatesand is the direct responsibility of SubcommitteeC09.43 on Packaged Dry Combined Materials.Current edition approved Dec. 1, 2017. Published December 2017

14、. Originallyapproved in 1956. Last previous edition approved in 2015 as C387/C387M15.DOI: 10.1520/C0387_C0387M-17.2For 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 to th

15、e standards Document Summary page onthe ASTM website.*A Summary of Changes section appears at the end of this standardCopyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internat

16、ionally recognized principles on standardization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1C1116 Specification for Fiber-Reinforced Concrete a

17、ndShotcreteC1157 Performance Specification for Hydraulic CementC1240 Specification for Silica Fume Used in CementitiousMixturesC1329 Specification for Mortar CementC1437 Test Method for Flow of Hydraulic Cement MortarC1438 Specification for Latex and Powder Polymer Modi-fiers for use in Hydraulic Ce

18、ment Concrete and MortarC1600/C1600M Specification for Rapid Hardening Hydrau-lic CementC1714/C1714M Specification for Preblended Dry MortarMix for Unit Masonry3. Terminology3.1 Definitions3.1.1 For definitions of terms used in this specification, referto Terminology C125.3.2 Definitions of Terms Sp

19、ecific to This Standard:3.2.1 concrete, high-early strength, nin packaged, dry,combined materials, a product for building and repair requiringa more rapid than normal strength development.3.2.1.1 DiscussionThis product allows for earlier removalof forms and allows concrete projects to be put into se

20、rvicemuch sooner than with normal strength concrete.3.2.2 concrete, normal strength, nin packaged, dry, com-bined materials, a product for general building and repairwhere thickness exceeds 50 mm 2 in.3.2.2.1 DiscussionTypical uses include building or repair-ing sidewalks, patios, steps, footings, a

21、nd for setting posts.3.2.3 concrete, normal strength, lightweight, ninpackaged, dry, combined materials, a concrete product forbuilding and repair where the lightest concrete density isdesirable.3.2.3.1 DiscussionThese mixtures will produce concretethat is about 25 to 35 % lower in density than norm

22、al weightconcrete.3.2.4 concrete, normal strength, lightweight using normalweight sand, nin packaged, dry, combined materials, aconcrete product for building and repair where a lower densityis desirable.3.2.4.1 DiscussionThese mixtures will produce concretethat is about 15 to 25 % lower in density t

23、han normal weightconcrete.3.2.5 mortar, high-strength, nin packaged, dry, combinedmaterials, a product for building or repair requiring a thicknessof less than 50 mm 2 in., or where a high strength mortarmixture is required.3.2.5.1 DiscussionTypical uses include topping andpatching existing concrete

24、 structures. Often referred to as“sand mix.”4. Ordering Information4.1 The purchaser shall specify the material desired asconcrete or high strength mortar and the respective physicalrequirements as specified in Table 1 shall govern.5. Materials5.1 Materials used as ingredients in packaged, dry, com-

25、bined materials for mortar and concrete shall conform to atleast one of the following requirements:5.1.1 Aggregates, shall conform to Specification C33,Specification C144, or Specification C330.5.1.2 Air-Entraining Admixtures, shall conform to Specifi-cation C260.5.1.3 Blended Cement, shall conform

26、to Specification C595or Performance Specification C1157.5.1.4 Chemical Admixtures, shall conform to SpecificationC494/C494M.5.1.5 Fly ash and natural pozzolans, shall conform toSpecification C618.5.1.6 Slag Cement, shall conform to Specification C989.5.1.7 Hydrated Lime, shall conform to Type S or T

27、ype SAofSpecification C207.5.1.8 Latex and Powder Polymer Modifiers, shall conformto Specification C1438.NOTE 2Type II latex polymers should not be used in applications thatmay be more than superficially wet in service.5.1.9 Masonry Cement, shall conform to Specification C91.5.1.10 Mortar Cement, sh

28、all comply with C1329.5.1.11 Portland Cement, shall conform to Type I, IA, II,IIA, III or IIIA of Specification C150.5.1.12 Silica Fume, shall conform to Specification C1240.5.1.13 Fibers, shall conform to the applicable portions ofSpecification C1116.5.1.14 Rapid hardening hydraulic cement, shall c

29、omplywith Specification C1600/C1600M.TABLE 1 Physical RequirementsKind of MaterialCompressive Strength, MPa psi min3 days 7 days 28 daysConcrete:High-early strength 17.0 2500 24.0 3500 . . .Normal strength:Normal weight . . . 17.0 2500 24.0 3500Lightweight using normal weight sandA. . . 17.0 2500 24

30、.0 3500Lightweight . . . 17.0 2500 24.0 3500Mortar:High-strength mortar 20.0 3000 35.0 5000ALightweight concrete using normal weight sand may contain some portion of lightweight fines.C387/C387M 1726. Preparation of Aggregate6.1 All aggregates prepared in the laboratory for the purposeof establishin

31、g the correct proportions for the product shall bedried, without disintegration, to a moisture content of less than0.1 % by mass. Verify moisture content using a ventilated ovenin accordance with Test Method C566.7. Proportioning7.1 The proportions of cementitious material and aggregateshall be such

32、 that the strength requirements will be met whenan amount of mixing water is used that produces for concretethe slump specified in 15.3 and for mortar the flow specified in17.2.8. Sampling8.1 A lot for the purposes of weight uniformity is defined asthe quantity of packaged material normally placed o

33、n a pallet.In general, this quantity will weigh from 900 to 1800 kg 2000to 4000 lb.8.2 A unit sample is a single package of material randomlyselected from the lot.9. Physical Properties9.1 Packaged, dry, combined materials for concrete andhigh strength mortar shall conform to the respective physical

34、requirements as given in Table 1 for the material specifiedwhen the prescribed amount of water is added.10. Packaging and Package Marking10.1 All packages shall be identified as conforming toSpecification C387, and as to kind and type of material listedin Table 1 and the net mass in each bag printed

35、 thereon.10.2 The yield in liters cubic feet, and the amount of waterrecommended for mixing shall be marked on the package.NOTE 3The amount of water recommended should be the amountrequired to produce a slump of 50 to 75 mm 2 to 3 in. for concrete anda flow of 110 6 5 % for high strength mortar.10.3

36、 Container ConstructionThe strength of the containershall be adequate for the mass of concrete or mortar it isintended to contain.10.4 The net weight in each container. The contents of anycontainer shall not vary by more than 2% from the net weightstated in the markings. The average net weight of fi

37、lledcontainers in a lot shall be not less than the weight stated in themarkings.11. Rejection11.1 The purchaser has the right to reject material that failsto conform to the requirements of this specification. Rejectionshall be reported to the Producer or supplier promptly and inwriting.11.2 The purc

38、haser has the right to reject product indamaged or dampened containers.12. Storage12.1 Product must be stored in a dry area and shall not bestored in direct contact with the ground or floor.SAMPLING AND TESTING13. Accuracy of Measurement13.1 Use scales conforming to the applicable sections ofHandboo

39、k 44.3New and reconditioned scales shall be accurateto 60.1 % of the total capacity of the scale. When scales havebeen in use, they shall be accurate to 60.4 % of the totalcapacity of the scale.13.2 Record the mass of concrete in kilograms (pounds) toa minimum accuracy of 0.05 kg 0.1 lb. Record the

40、mass ofmortar in grams to an accuracy of within1gor0.1%,whichever is greater.14. Sampling Concrete14.1 Use a sufficient quantity of whole packages to conductall testing from a single batch.15. Mixing and Testing Concrete15.1 Determine the net mass of concrete in the package (orpackages), then empty

41、into a clean, watertight container.15.2 Mix the concrete, determine the properties of the freshconcrete, and mold and cure the specimens in accordance withthe applicable provisions of Practice C192/C192M, or modifi-cations of them as outlined herein. Test the strength of theconcrete in accordance wi

42、th Test Method C39/C39M.15.3 Mix the entire sample of the combined, dry material forconcrete either by hand or by machine, except that hand mixingis not applicable to air-entrained concrete.Add mixing water insufficient amount to produce a slump of 50 to 75 mm 2 to 3in.15.4 Use a watertight, clean m

43、etal container for handmixing, using either a blunted bricklayers trowel, handsprotected by rubber gloves, or a shovel, whichever is moreconvenient. Mix the dry batch until the materials appear to beuniformly distributed. Add water while mixing until the con-crete is homogeneous in appearance and ha

44、s the desired slump.If prolonged mixing is required because of the addition ofmixing water in increments while adjusting the slump, thebatch must be discarded and a new batch made withoutinterrupting the mixing to make trial slump tests.3Specifications, Tolerances, and Other Technical Requirements o

45、f Weighing andMeasuring Devices, Handbook 44, National Bureau of Standards.C387/C387M 17315.5 Place all materials in the mixer to be used for machinemixing. A mixing period of 3 min followed by a 3-min rest,followed by 2-min final mixing is suggested, unless a differentprocedure is better adapted to

46、 the mixer being used. Cover theopen end of the mixer during the rest period to reduceevaporation. Test the slump in accordance with Test MethodC143/C143M upon completion of the mixing. If the slump testof the mixed batch shows that additional water is required,return the sample used for the slump t

47、est promptly to the mixer,add additional water, and remix the batch for 2 min. Retest theslump. If the slump is not from 50 to 75 mm 2 to 3 in., discardthe batch.15.6 Discharge the mixed batch into a clean, watertightcontainer that has been predampened, then remix the batch byhand, using a scoop or

48、trowel, until the batch appears to beuniform. Promptly determine the density in kilograms percubic meter (or pound per cubic foot) in accordance with TestMethod C138/C138M. Return samples used for the slump andunit weight test to the container, then remix the batch by handand mold the specimens.15.7

49、 Mold six cylinders from each batch, using threecylinders for test at 7 days and three at 28 days, except that inthe case of high early strength concrete, three cylinders shall betested at 3 days and three at 7 days. Compression testspecimens shall be cylindrical with a length equal to twice thediameter. The minimum specimen diameter shall be 75 mm 3in., but the maximum diameter is not limited, provided thenumber of specimens for a test as required in this section aremolded from a single batch and the sampl