1、Designation: C387/C387M 11bC387/C387M 15Standard 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
2、case of revision, 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 package
3、d, dry, combined materials forconcrete and high strength mortar. The classifications of concrete and mortar covered are defined in Section 3.NOTE 1The scope of this standard does not cover mortars for unit masonry. Dry preblended mortars for unit masonry are covered by SpecificationC1714/C1714M.1.2
4、The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in eachsystem may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from thetwo systems may result in non-conformance with t
5、he standard. Some values have only SI units because the inch-pound equivalentsare not used in practice.1.3 The following safety hazards caveat pertains only to the test method portion of this specification. This standard does notpurport to address all of the safety concerns, if any, associated with
6、its use. It is the responsibility of the user of this standard toestablish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C33 Specification for Concrete AggregatesC39/C39M Test Method for Compr
7、essive Strength of Cylindrical Concrete SpecimensC91 Specification for Masonry CementC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or 50-mm Cube Specimens)C125 Terminology Relating to Concrete and Concrete AggregatesC138/C138M Test Method for Density (Unit
8、Weight), Yield, and Air Content (Gravimetric) of ConcreteC143/C143M Test Method for Slump of Hydraulic-Cement ConcreteC144 Specification for Aggregate for Masonry MortarC150 Specification for Portland CementC173/C173M Test Method for Air Content of Freshly Mixed Concrete by the Volumetric MethodC185
9、 Test Method for Air Content of Hydraulic Cement MortarC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC207 Specification for Hydrated Lime for Masonry PurposesC231 Test Method for Air Content of Freshly Mixed Concrete by the Pressure MethodC260 Specification for A
10、ir-Entraining Admixtures for ConcreteC270 Specification for Mortar for Unit MasonryC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC330 Specification for Lightweight Aggregates for Structural ConcreteC494/C494M Specification for Chemical Admixtures fo
11、r ConcreteC566 Test Method for Total Evaporable Moisture Content of Aggregate by DryingC595 Specification for Blended Hydraulic Cements1 This specification is under the jurisdiction of ASTM Committee C09 on Concrete and Concrete Aggregatesand is the direct responsibility of Subcommittee C09.43 onPac
12、kaged Dry Combined Materials.Current edition approved Dec. 15, 2011Oct. 1, 2015. Published January 2012December 2015. Originally approved in 1956. Last previous edition approved in 2011 asC387/C387M11a.11b. DOI: 10.1520/C0387_C0387M-11b.10.1520/C0387_C0387M-15.2 For referencedASTM standards, visit t
13、heASTM website, www.astm.org, or contactASTM Customer Service at serviceastm.org. For Annual Book of ASTM Standardsvolume information, refer to the standards Document Summary page on the ASTM website.This document is not an ASTM standard and is intended only to provide the user of an ASTM standard a
14、n indication of what changes have been made to the previous version. Becauseit may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current versionof the standard as published by ASTM is t
15、o be considered the official document.*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 States1C618 Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in
16、 ConcreteC702 Practice for Reducing Samples of Aggregate to Testing SizeC989 Specification for Slag Cement for Use in Concrete and MortarsC1116 Specification for Fiber-Reinforced Concrete and ShotcreteC1157 Performance Specification for Hydraulic CementC1240 Specification for Silica Fume Used in Cem
17、entitious MixturesC1329 Specification for Mortar CementC1437 Test Method for Flow of Hydraulic Cement MortarC1438 Specification for Latex and Powder Polymer Modifiers for use in Hydraulic Cement Concrete and MortarC1600/C1600M Specification for Rapid Hardening Hydraulic CementC1714/C1714M Specificat
18、ion for Preblended Dry Mortar Mix for Unit Masonry3. Terminology3.1 Definitions3.1.1 For definitions of terms used in this specification, refer to Terminology C125.3.2 Definitions of Terms Specific to This Standard:3.2.1 concrete, high-early strength, nin packaged, dry, combined materials, a product
19、 for building and repair requiring a morerapid than normal strength development.3.2.1.1 DiscussionThis product allows for earlier removal of forms and allows concrete projects to be put into service much sooner than with normalstrength concrete.3.2.2 concrete, normal strength, nin packaged, dry, com
20、bined materials, a product for general building and repair wherethickness exceeds 50 mm 2 in.3.2.2.1 DiscussionTypical uses include building or repairing sidewalks, patios, steps, footings, and for setting posts.3.2.3 concrete, normal strength, lightweight, nin packaged, dry, combined materials, a c
21、oncrete product for building andrepair where the lightest concrete density is desirable.3.2.3.1 DiscussionThese mixtures will produce concrete that is about 25 to 35 % lower in density than normal weight concrete.3.2.4 concrete, normal strength, lightweight using normal weight sand, nin packaged, dr
22、y, combined materials, a concreteproduct for building and repair where a lower density is desirable.3.2.4.1 DiscussionThese mixtures will produce concrete that is about 15 to 25 % lower in density than normal weight concrete.3.2.5 mortar, high-strength, nin packaged, dry, combined materials, a produ
23、ct for building or repair requiring a thickness ofless than 50 mm 2 in., or where a high strength mortar mixture is required.3.2.5.1 DiscussionTypical uses include topping and patching existing concrete structures. Often referred to as “sand mix.”4. Ordering Information4.1 The purchaser shall specif
24、y the material desired as concrete or high strength mortar and the respective physical requirementsas specified in Table 1 shall govern.5. Materials5.1 Materials used as ingredients in packaged, dry, combined materials for mortar and concrete shall conform to at least oneof the following requirement
25、s:5.1.1 Aggregates, shall conform to Specification C33, Specification C144, or Specification C330.C387/C387M 1525.1.2 Air-Entraining Admixtures, shall conform to Specification C260.5.1.3 Blended Cement, shall conform to Specification C595 or Performance Specification C1157.5.1.4 Chemical Admixtures,
26、 shall conform to Specification C494/C494M.5.1.5 Fly ash and natural pozzolans, shall conform to Specification C618.5.1.6 Ground Granulated Blast-Furnace Slag, shall conform to Specification C989.5.1.7 Hydrated Lime, shall conform to Type S or Type SA of Specification C207.5.1.8 Latex and Powder Pol
27、ymer Modifiers, shall conform to Specification C1438.NOTE 2Type II latex polymers should not be used in applications that may be more than superficially wet in service.5.1.9 Masonry Cement, shall conform to Specification C91.5.1.10 Mortar Cement, shall comply with C1329.5.1.11 Portland Cement, shall
28、 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 of Specification C1116.5.1.14 Rapid hardening hydraulic cement, shall comply with Specification C1600/C1600M.6. Preparat
29、ion of Aggregate6.1 All aggregates prepared in the laboratory for the purpose of establishing the correct proportions for the product shall bedried, without disintegration, to a moisture content of less than 0.1 % by mass. Verify moisture content using a ventilated oven inaccordance with Test Method
30、 C566.7. Proportioning7.1 The proportions of cementitious material and aggregate shall be such that the strength requirements will be met when anamount of mixing water is used that produces for concrete the slump specified in 14.315.3 and for mortar the flow specified in16.217.2.8. Sampling8.1 A lot
31、 for the purposes of weight uniformity is defined as the quantity of packaged material normally placed on a pallet. Ingeneral, this quantity will weigh from 900 to 1800 kg 2000 to 4000 lb.8.2 A unit sample is a single package of material randomly selected from the lot.9. Physical Properties9.1 Packa
32、ged, dry, combined materials for concrete and high strength mortar shall conform to the respective physicalrequirements as given in Table 1 for the material specified when the prescribed amount of water is added.10. Packaging and Package Marking10.1 All packages shall be identified as conforming to
33、Specification C387, and as to kind and type of material listed in Table1 and the net mass in each bag printed thereon.10.2 The yield in liters cubic feet, and the amount of water recommended for mixing shall be marked on the package.NOTE 3The amount of water recommended should be the amount required
34、 to produce a slump of 50 to 75 mm 2 to 3 in. for concrete and a flowof 110 6 5 % for high strength mortar.10.3 Container ConstructionThe strength of the container shall be adequate for the mass of concrete or mortar it is intendedto contain.10.4 The net weight in each container. The contents of any
35、 container shall not vary by more than 2% from the net weight statedin the markings. The average net weight of filled containers in a lot shall be not less than the weight stated in the markings.TABLE 1 Physical RequirementsKind of Material Compressive Strength, MPa psi min3 days 7 days 28 daysConcr
36、ete: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 24.0 3500Lightweight . . . 17.0 2500 24.0 3500Mortar:High-strength mortar 20.0 3000 35.0 5000A Lightweight concrete using normal weight sand m
37、ay contain some portion of lightweight fines.C387/C387M 15311. Rejection11.1 The purchaser has the right to reject material that fails to conform to the requirements of this specification. Rejection shallbe reported to the Producer or supplier promptly and in writing.11.2 The purchaser has the right
38、 to reject product in damaged or dampened containers.12. Storage12.1 Product must be stored in a dry area and shall not be stored in direct contact with the ground or floor.SAMPLING AND TESTING13. Accuracy of Measurement13.1 Use scales conforming to the applicable sections of Handbook 44.3 New and r
39、econditioned scales shall be accurate to60.1 % of the total capacity of the scale. When scales have been in use, they shall be accurate to 60.4 % of the total capacity ofthe scale.13.2 Record the mass of concrete in kilograms (pounds) to a minimum accuracy of 0.05 kg 0.1 lb. Record the mass of morta
40、rin grams to an accuracy of within 1 g or 0.1 %, whichever is greater.14. Sampling Concrete14.1 Use a sufficient quantity of whole packages to conduct all testing from a single batch.15. Mixing and Testing Concrete15.1 Determine the net mass of concrete in the package (or packages), then empty into
41、a clean, watertight container.15.2 Mix the concrete, determine the properties of the fresh concrete, and mold and cure the specimens in accordance with theapplicable provisions of Practice C192/C192M, or modifications of them as outlined herein. Test the strength of the concrete inaccordance with Te
42、st Method C39/C39M.15.3 Mix the entire sample of the combined, dry material for concrete either by hand or by machine, except that hand mixingis not applicable to air-entrained concrete. Add mixing water in sufficient amount to produce a slump of 50 to 75 mm 2 to 3 in.15.4 Use a watertight, clean me
43、tal container for hand mixing, using either a blunted bricklayers trowel, hands protected byrubber gloves, or a shovel, whichever is more convenient. Mix the dry batch until the materials appear to be uniformly distributed.Add water while mixing until the concrete is homogeneous in appearance and ha
44、s the desired slump. If prolonged mixing isrequired because of the addition of mixing water in increments while adjusting the slump, the batch must be discarded and a newbatch made without interrupting the mixing to make trial slump tests.15.5 Place all materials in the mixer to be used for machine
45、mixing.Amixing period of 3 min followed by a 3-min rest, followedby 2-min final mixing is suggested, unless a different procedure is better adapted to the mixer being used. Cover the open end ofthe mixer during the rest period to reduce evaporation. Test the slump in accordance with Test Method C143
46、/C143M uponcompletion of the mixing. If the slump test of the mixed batch shows that additional water is required, return the sample used forthe slump test promptly to the mixer, add additional water, and remix the batch for 2 min. Retest the slump. If the slump is notfrom 50 to 75 mm 2 to 3 in., di
47、scard the batch.15.6 Discharge the mixed batch into a clean, watertight container that has been predampened, then remix the batch by hand,using a scoop or trowel, until the batch appears to be uniform. Promptly determine the density in kilograms per cubic meter (orpound per cubic foot) in accordance
48、 with Test Method C138/C138M. Return samples used for the slump and unit weight test tothe container, then remix the batch by hand and mold the specimens.15.7 Mold six cylinders from each batch, using three cylinders for test at 7 days and three at 28 days, except that in the caseof high early stren
49、gth concrete, three cylinders shall be tested at 3 days and three at 7 days. Compression test specimens shall becylindrical with a length equal to twice the diameter. The minimum specimen diameter shall be 75 mm 3 in., but the maximumdiameter is not limited, provided the number of specimens for a test as required in this section are molded from a single batch andthe sample taken in accordance with 13.114.1. For acceptance, the average of the strengths of the three specimens tested at eachage shall not be less than the
