1、Designation: D 1073 07Standard Specification forFine Aggregate for Bituminous Paving Mixtures1This standard is issued under the fixed designation D 1073; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A
2、number in parentheses indicates the year of last reapproval. Asuperscript epsilon (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. Scope1.1 This specification covers fine aggregate for use inbi
3、tuminous 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 bituminous paving mixtures, the gradingrequirements of Table 1 of this spe
4、cification 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 b
5、e regarded asstandard. Inch-pound units, shown in parentheses, are forinformation only.1.4 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 the standa
6、rd.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 (No.200) Sieve in Mineral Aggregates by WashingC 125 Terminology Relating to Concrete and ConcreteAggregatesC 136 Test
7、Method for Sieve Analysis of Fine and CoarseAggregatesC 294 Descriptive Nomenclature for Constituents of Con-crete AggregatesD8 Terminology Relating to Materials for Roads and Pave-mentsD75 Practice for Sampling AggregatesD 3665 Practice for Random Sampling of ConstructionMaterialsD 4318 Test Method
8、s for Liquid Limit, Plastic Limit, andPlasticity Index of SoilsE29 Practice for Using Significant Digits in Test Data toDetermine Conformance with Specifications3. Terminology3.1 Definitions:3.1.1 For defining aggregate types, see Descriptive Nomen-clature C 294, and Terminology D8and C 125.3.1.2 ex
9、panded shale, n; expanded clay, n; expanded slate,n; the product resulting from the expanding of selected mate-rials (shale, clay, or slate) in a rotary kiln at temperatures over1000C.4. Ordering Information4.1 Orders for material under this specification shall includethe following:4.1.1 This specif
10、ication 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, including salt to be used (See S1), and4.1.4 Any exceptions or additions to this specification.5. General Character
11、istics5.1 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 aggregatefrom crushed stone, crushed blastfurnace slag, or crushedgravel; or crushed or uncrushed expanded shale, exp
12、andedclay, or expanded slate; or combinations thereof. It shall consistof hard, tough grains, free of injurious amounts of clay, loam,or other deleterious substances.6. Physical Properties6.1 To determine conformance to this specification, eachvalue for grading (and sulfate soundness, when required)
13、 shallbe rounded to the nearest 1 %, and each value for the plasticityindex shall be rounded to the nearest 0.1 unit, both inaccordance with the rounding-off method of Practice E29.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct respo
14、nsibility of Subcommittee D04.50 onAggregate Specifications.Current edition approved Dec. 1, 2007. Published January 2008. Originallyapproved in 1949. Last previous edition approved in 2006 as D 1073 06.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Ser
15、vice at serviceastm.org. For Annual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.6.2 GradingGrading of fine aggregate shall
16、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 shipmentsof fine aggregate from a given source, the fineness modulusshall not vary more than 0.25 from the base fineness modulus.Th
17、e 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 fineness modulusvalues for the first ten samples (or all preceding samples if lessthan ten) on the order. The base fineness mod
18、ulus shall not bechanged except when approved by the purchaser.NOTE 2The proportioning of a bituminous mixture may be dependenton the fineness modulus of the fine aggregate to be used. Therefore, whenit appears that the base fineness modulus is considerably different from thevalue used in the design
19、 of the bituminous mixture, a suitable adjustmentin the mixture may be necessary.6.4 Plasticity IndexThe plasticity index of the fractionpassing the 425-m (No. 40) sieve shall not exceed 4.0.7. Methods of Sampling and Testing7.1 The aggregate shall be sampled and the propertiesenumerated in this spe
20、cification shall be determined in accor-dance with the following ASTM methods:7.1.1 SamplingPractice D75,7.1.2 Random SamplingPractice D 3665,7.1.3 GradingTest Method C 136 and Test Method C117,Procedure A,7.1.4 Fineness ModulusTest Method C 136, and7.1.5 Plasticity IndexTest Method D 4318.8. Keywor
21、ds8.1 aggregate; fine aggregate; bituminous paving; pavingmixturesSUPPLEMENTARY REQUIREMENTSThe following supplementary requirement shall apply only when specified by the purchaser in thecontract or order.S1. Sulfate SoundnessS1.1 The fine aggregate, when subjected to 5 cycles of thesoundness test i
22、n accordance with Test Method C88, shallhave a weighted loss of not more than 15 % when sodiumsulfate is used or 20 % when magnesium sulfate is used. If thesalt to be used is not stated by the purchaser, the fine aggregateshall be acceptable if it meets the requirements when testedwith either salt.T
23、ABLE 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 Grading 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
24、 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 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
25、to 5 0 to 10 D1073072ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringemen
26、t 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 andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or f
27、or additional standardsand should be addressed to ASTM International Headquarters. Your comments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views know
28、n 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 19428-2959,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).D1073073
