ASTM D1073-2016 Standard Specification for Fine Aggregate for Asphalt Paving Mixtures《沥青铺路混合料用细骨料的标准规格》.pdf

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1、Designation: D1073 16Standard Specification forFine Aggregate for Asphalt Paving Mixtures1This standard is issued under the fixed designation D1073; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A numbe

2、r in parentheses 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 U.S. Department of Defense.1. Scope1.1 This specification covers fine aggregate for use inasp

3、halt paving mixtures.1.2 This specification is intended to describe material froma single source. When material from two or more sources is tobe blended to produce a grading to meet requirements in otherspecifications for asphalt paving mixtures, the grading require-ments of Table 1 of this specific

4、ation are not applicable.NOTE 1When obtaining materials from two or more sources that areto be blended to produce the final mix, it is recommended that thespecifying or the ordering agency specify the alternative gradings andblend ratios to be supplied.1.3 The values stated in SI units are to be reg

5、arded asstandard. No other units of measurement are included in thisstandard. Sieve numbers shown in the text and Table 1 arelabels only and are included for ease of reference of the user ofthis standard.1.4 The text of this standard references notes and footnoteswhich provide explanatory material.

6、These notes and footnotes(excluding those in tables and figures) shall not be consideredas requirements of the standard.2. Referenced Documents2.1 ASTM Standards:2C88 Test Method for Soundness of Aggregates by Use ofSodium Sulfate or Magnesium SulfateC117 Test Method for Materials Finer than 75-m (N

7、o. 200)Sieve in Mineral Aggregates by WashingC125 Terminology Relating to Concrete and Concrete Ag-gregatesC136 Test Method for Sieve Analysis of Fine and CoarseAggregatesC294 Descriptive Nomenclature for Constituents of Con-crete AggregatesD8 Terminology Relating to Materials for Roads and Pave-men

8、tsD75 Practice for Sampling AggregatesD3665 Practice for Random Sampling of Construction Ma-terialsD4318 Test Methods for Liquid Limit, Plastic Limit, andPlasticity Index of SoilsE29 Practice for Using Significant Digits in Test Data toDetermine Conformance with Specifications3. Terminology3.1 Defin

9、itions:3.1.1 For defining aggregate types, see Descriptive Nomen-clature C294, and Terminology D8 and C125.3.1.2 expanded shale, n; expanded clay, n; expanded slate,n; the product resulting from the expanding of selectedmaterials (shale, clay, or slate) in a rotary kiln at temperaturesover 1000C.4.

10、Ordering Information4.1 Orders for material under this specification shall includethe following:4.1.1 This specification designation including year,4.1.2 Grading (6.2 and Table 1), or alternative gradingdesignated by the purchaser,4.1.3 Supplementary requirement for sulfate soundness, ifrequired, in

11、cluding salt to be used (See S1), and4.1.4 Any exceptions or additions to this specification.5. General Characteristics5.1 Fine aggregate is aggregate passing the 9.5-mm (38-in.)sieve and almost entirely passing the 4.75-mm (No. 4) sieve. Itshall consist of natural sand; or of manufactured fine aggr

12、egatefrom crushed stone, crushed blastfurnace slag, or crushedgravel; or crushed or uncrushed expanded shale, expandedclay, or expanded slate; or combinations thereof. It shall consistof hard, tough grains, free of injurious amounts of clay, loam,or other deleterious substances.1This specification i

13、s under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.50 onAggregate Specifications.Current edition approved May 1, 2016. Published May 2016. Originallyapproved in 1949. Last previous edition approved in 2011 as D1073 11. DOI:

14、10.1520/D1073-16.2For 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 the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbo

15、r Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States16. Physical Properties6.1 To determine conformance to this specification, eachvalue for grading (and sulfate soundness, when required) shallbe rounded to the nearest 1 %, and each value for the plasticityindex shall be rounded to

16、the nearest 0.1 unit, both inaccordance with the rounding-off method of Practice E29.6.2 GradingGrading of fine aggregate shall conform tothe grading in Table 1 for the Grading Number specified in theorder, or other grading designated by the purchaser.6.3 Grading Variability LimitsFor continuing shi

17、pmentsof fine aggregate from a given source, the fineness modulusshall not vary more than 0.25 from the base fineness modulus.The base fineness modulus shall be that value that is typical ofthe source, and shall be determined from previous tests, or if noprevious tests exist, from the average of the

18、 fineness modulusvalues for the first ten samples (or all preceding samples if lessthan ten) on the order. The base fineness modulus shall not bechanged except when approved by the purchaser.NOTE 2The proportioning of an asphalt mixture may be dependent onthe fineness modulus of the fine aggregate t

19、o be used. Therefore, when itappears that the base fineness modulus is considerably different from thevalue used in the design of the asphalt mixture, a suitable adjustment inthe mixture may be necessary.6.4 Plasticity IndexThe plasticity index of the fractionpassing the 425-m (No. 40) sieve shall n

20、ot exceed 4.0.7. Methods of Sampling and Testing7.1 The aggregate shall be sampled and the propertiesenumerated in this specification shall be determined in accor-dance with the following ASTM methods:7.1.1 SamplingPractice D75,7.1.2 Random SamplingPractice D3665,7.1.3 GradingTest Method C136 and Te

21、st Method C117,Procedure A,7.1.4 Fineness ModulusTest Method C136, and7.1.5 Plasticity IndexTest Method D4318.8. Keywords8.1 aggregate; asphalt paving; fine aggregate; paving mix-turesSUPPLEMENTARY REQUIREMENTSThe following supplementary requirement shall apply only when specified by the purchaser i

22、n thecontract or order.S1. Sulfate SoundnessS1.1 The fine aggregate, when subjected to 5 cycles of thesoundness test in accordance with Test Method C88, shall havea weighted loss of not more than 15 % when sodium sulfate isused or 20 % when magnesium sulfate is used. If the salt to beused is not sta

23、ted by the purchaser, the fine aggregate shall beacceptable if it meets the requirements when tested with eithersalt.TABLE 1 Grading Requirements for Fine AggregatesSieve SizeAmounts Finer than Each Laboratory Sieve (Square Openings), mass %Grading No. 1 Grading No. 2 Grading No. 3 Grading No. 4 Gra

24、ding No. 59.5-mm (38-in.) 100 100 1004.75-mm (No. 4) 95 to 100 100 100 80 to 100 80 to 1002.36-mm (No. 8) 70 to 100 75 to 100 95 to 100 65 to 100 65 to 1001.18-mm (No. 16) 40 to 80 50 to 74 85 to 100 40 to 80 40 to 80600-m (No. 30) 20 to 65 28 to 52 65 to 90 20 to 65 20 to 65300-m (No. 50) 7 to 40 8

25、 to 30 30 to 60 7 to 40 7 to 46150-m (No. 100) 2 to 20 0 to 12 5 to 25 2 to 20 2 to 3075-m (No. 200) 0 to 10 0 to 5 0 to 5 0 to 10 D1073 162ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this

26、standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years

27、 andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committe

28、e, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-

29、2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the Copyright Clearance Center, 222Rosewood Drive, Danvers, MA 01923, Tel: (978) 646-2600; http:/ 163