1、Designation:D107316Standard 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 number in p
2、arentheses 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 inasphalt paving
3、 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 specification are not
4、 applicable.NOTE1When 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 regarded asstandar
5、d.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.These notes and fo
6、otnotes(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(No.200)Sieve in Minera
7、l 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-mentsD75 Practice for Sam
8、pling 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 Definitions:3.1.1 For defining
9、 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.Ordering Information4.1 Orders for ma
10、terial 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,including salt to be used(See S1),and4.1.4
11、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 aggregatefrom crushed stone,crushed blastfurnace slag,
12、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 is under the jurisdiction of ASTM Committee D04 on Roadand Pa
13、ving 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:10.1520/D1073-16.2For referenced ASTM standards,visit the ASTM we
14、bsite,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 Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 6.Ph
15、ysical 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 the nearest 0.1 unit,both inaccordance with the rounding-off method of Practice E
16、29.6.2 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 shipmentsof 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 a
