ASTM D5821-2001(2006) Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate《粗集料中碎颗粒百分率测定的标准试验方法》.pdf

《ASTM D5821-2001(2006) Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate《粗集料中碎颗粒百分率测定的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM D5821-2001(2006) Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate《粗集料中碎颗粒百分率测定的标准试验方法》.pdf（5页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 5821 01 (Reapproved 2006)Standard Test Method forDetermining the Percentage of Fractured Particles in CoarseAggregate1This standard is issued under the fixed designation D 5821; the number immediately following the designation indicates the year oforiginal adoption or, in the case of

2、revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers the determination of the per-centage, by mass or by count, of a coarse

3、aggregate sample thatconsists of fractured particles meeting specified requirements.1.2 The values stated in SI units are to be regarded as thestandard. The values in parentheses are provided for informa-tion only.1.3 This standard does not purport to address all of thesafety concerns, if any, assoc

4、iated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2C 136 Test Method for Sieve Analysis of Fine and CoarseAgg

5、regatesC 702 Practice for Reducing Samples of Aggregate toTesting SizeD8 Terminology Relating to Materials for Roads and Pave-mentsD75 Practice for Sampling AggregatesE11 Specification for Wire Cloth and Sieves for TestingPurposes3. Terminology3.1 Definitions:3.1.1 fractured face, nan angular, rough

6、, or broken sur-face of an aggregate particle created by crushing, by otherartificial means, or by nature (see Terminology D8).3.1.1.1 Discussionfor this standard, a face will be con-sidered a “fractured face” only if it has a projected area at leastas large as one quarter of the maximum projected a

7、rea(maximum cross-sectional area) of the particle (this excludessmall nicks, see Fig. 1) and the face has sharp or slightly bluntedges.3.1.2 fractured particle, na particle of aggregate having atleast the minimum number of fractured faces specified (usuallyone or two).4. Significance and Use4.1 Some

8、 specifications contain requirements relating topercentage of fractured particles in coarse aggregates. Onepurpose of such requirements is to maximize shear strength byincreasing inter-particle friction in either bound or unboundaggregate mixtures. Another purpose is to provide stability forsurface

9、treatment aggregates and to provide increased frictionand texture for aggregates used in pavement surface courses.This test method provides a standard procedure for determiningthe acceptability of coarse aggregate with respect to suchrequirements.4.2 Specifications differ as to the number of fractur

10、ed facesrequired on a fractured particle, and they also differ as towhether percentage by mass or percentage by particle countshall be used. If the specification does not specify, use thecriterion of at least one fractured face and calculate percentageby mass.5. Apparatus5.1 BalanceA balance or scal

11、e accurate and readable towithin 0.1 % of the test sample mass at any point within therange of use.5.2 SievesSieves conforming to Specification E11.1This test method is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.51 on

12、Aggregate Tests.Current edition approved June 1, 2006. Published June 2006. Originallyapproved in 1995. Last previous edition approved in 2001 as D 5821 - 01.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of A

13、STMStandards 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.5.3 SplitterA sample splitter suitable for dividing fieldsamples into test portion sizes

14、 in accordance with PracticeC 702.5.4 SpatulaA spatula or similar tool to aid in sortingaggregate particles.6. Sampling6.1 Sample the aggregate in accordance with Practice D75.7. Sample Preparation7.1 Dry the sample sufficiently to obtain a clean separationof fine and coarse material in the sieving

15、operation. Sieve thesample over the 4.75-mm (No. 4) sieve, or other specified sievefor retaining material for this test, in accordance with TestMethod C 136 and then reduce the portion retained on the sieveusing a splitter in accordance with Practice C 702 to appropri-ate size for test.7.2 The mass

16、of the test sample shall be at least largeenough so that the largest particle is not more than 1 % of thesample mass; or the test sample shall be at least as large asindicated below, whichever is smaller:Nominal Maximum SizeSquareOpenings, mm (in.)Minimum Test SampleMass, g(Approx. lb)9.5 (38) 200 (

17、0.5)12.5 (12) 500 (1)19.0 (34) 1500 (3)25.0 (1) 3000 (6.5)37.5 (112) 7500 (16.5)50.0 (2) 15 000 (33)63.0 (212) 30 000 (66)75.0 (3) 60 000 (132)90.0 (312) 90 000 (198)7.3 For aggregate with a nominal maximum size of 19.0 mm(34 in.) or larger, where the fracture particle content is to bedetermined for

18、 material retained on the 4.75-mm (No. 4) orsmaller sieve, the test sample may be separated on the 9.5-mm(38-in.) sieve. The portion passing the 9.5-mm (38-in.) sievemay then be further reduced, in accordance with PracticeC 702, to a minimum of 200 g (0.5 lb). This will reduce thenumber of particles

19、 to be separated during the procedure. Inthis case, percent fractured particles is determined on eachportion; and a weighted average percentage of fracturedparticles is calculated based on the mass of each of the portionsto reflect the total percentage of fractured particles in the entiresample.8. P

20、rocedure8.1 Wash the sample over the sieve designated for determi-nation of fractured particles to remove any remaining finematerial, and dry to constant mass. Determine the mass of thetest sample, and any subsequent determinations of mass, to thenearest 0.1 % of the original dry sample mass.8.2 Spr

21、ead the dried test sample on a clean flat surface largeenough to permit careful inspection of each particle. To verifythat a particle meets the fracture criteria, hold the aggregateparticle so that the face is viewed directly. If the faceconstitutes at least one quarter of the maximum cross-sectiona

22、larea of the rock particle, consider it a fractured face.8.3 Using the spatula or similar tool separate into twocategories: (1) fractured particles based on whether the particlehas the required number of fractured faces, and (2) particles notmeeting the specified criteria. Use Figs. 2-7 to aid in th

23、isdetermination. Be aware that some of the particles in Figs. 2-4do show more than one fractured face. If the required numberof fractured faces is not given in the applicable specifications,the determination will be made on the basis of a minimum ofone fractured face.8.4 Determine the mass or count

24、of particles in the fracturedparticle category and the mass or count of the particles notmeeting the specified fracture criteria. Use mass to calculatepercent fractured particles unless percentage by particle countis specified.8.5 If more than one number of fractured faces is specified(for example,

25、70 % with one or more fractured faces and 40 %with two or more fractured faces), repeat the procedure on thesame sample for each requirement.9. Report9.1 Report the mass percentage or count percentage ofparticles with the specified number(s) of fractured faces to thenearest 1 % in accordance with th

26、e following:P 5 F/F 1 N!# 3 100(1)FIG. 1 Schematic of a Fractured Particle with One Fractured FaceD 5821 01 (2006)2where:P = percentage of particles with the specified number offractured faces,F = mass or count of fractured particles with at least thespecified number of fractured faces, andN = mass

27、or count of particles in the non-fractured categorynot meeting the fractured particle criteria.9.2 Report the specified fracture criteria against which thesample was evaluated.9.3 Report the total mass in grams of the coarse aggregatesample tested.9.4 Report the sieve on which the test sample was re

28、tainedat the start of the test.9.5 Report whether the percentage of fractured particles wasdetermined by mass or by particle count.10. Precision and Bias10.1 PrecisionThe Ontario Ministry of Transportationreported that in a formal study of 34 well-trained observers oftwo samples of partly-fractured

29、gravel (proportion of fracturedparticles = 76 %) the average standard deviation was found tobe 5.2 %. Therefore, the difference in results between twowell-trained observers, on samples of the same material shouldnot exceed 14.7 % of their average, nineteen times in twenty.NOTE 1When a mixture of tra

30、ined and untrained observers conductedthis test, the average multi-operator standard deviation increased to about7.6 %.10.2 BiasThis test method has no bias because the valuesdetermined can be defined only in terms of the test method.11. Keywords11.1 aggregate; crushed aggregate; crushed gravel; cru

31、shedparticles; fractured faces; fractured particlesFIG. 2 Fractured Particle (Sharp Edges, Rough Surfaces)FIG. 3 Fractured Particle (Sharp Edges, Smooth Surfaces)D 5821 01 (2006)3FIG. 4 Fractured Particle (Round Edges, Rough Surfaces)FIG. 5 Fractured Particle (Center) Flanked by Two Non-Fractured Pa

32、rticles (Chipped Only)D 5821 01 (2006)4ASTM 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

33、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 andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of

34、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 committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldma

35、ke 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 19428-2959,United States. Individual reprints (single or multiple copies) of this standard may be obtained

36、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).FIG. 6 Non-Fractured Particle (Round Edges, Smooth Surfaces)FIG. 7 Non-Fractured Particle (Rounded Particles, Smooth Surfaces)D 5821 01 (2006)5