ASTM D3042-2009 Standard Test Method for Insoluble Residue in Carbonate Aggregates《碳酸盐集料中不溶性残渣的标准试验方法》.pdf

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1、Designation: D 3042 09Standard Test Method forInsoluble Residue in Carbonate Aggregates1This standard is issued under the fixed designation D 3042; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A number

2、 in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers determination of the percentageof insoluble residue in carbonate aggregates using hydrochloricacid solution to react

3、the carbonates.1.2 The values stated in SI units are to be regarded asstandard. Regarding sieves, per Specification E11, “The valuesstated in SI units shall be considered standard for the dimen-sions of the wire cloth openings and the diameter of the wiresused in the wire cloth. The values stated in

4、 inch-pound unitsshall be considered standard with regard to the sieve frames.”When sieve mesh sizes are referenced, the alternate inch-pounddesignations are provided for information purposes and en-closed in parentheses.1.3 This standard does not purport to address all of thesafety concerns, if any

5、, associated 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. Specific precautionstatements are given in Section 7.2. Referenced Documents2.1 ASTM Standard

6、s:2C 136 Test Method for Sieve Analysis of Fine and CoarseAggregatesC 294 Descriptive Nomenclature for Constituents of Con-crete AggregatesC 670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction MaterialsD 3666 Specification for Minimum Requirements forAgen-cies T

7、esting and Inspecting Road and Paving MaterialsD 4753 Guide for Evaluating, Selecting, and SpecifyingBalances and Standard Masses for Use in Soil, Rock, andConstruction Materials TestingE11 Specification for Wire Cloth and Sieves for TestingPurposes3. Significance and Use3.1 The amount and size dist

8、ribution of noncarbonate (in-soluble) material in carbonate aggregates is of interest to thoseconducting research on the polish susceptibility of stone usedin pavements or on the friction properties of pavement sur-faces. In addition, some agencies utilize the test for acceptancepurposes to delineat

9、e carbonate aggregates that polish exces-sively and become slippery and those that will not.NOTE 1The quality of the results produced by this standard aredependent upon the competence of the personnel performing the proce-dure and the capability, calibration, and the maintenance of the equipmentused

10、. Agencies that meet the criteria of Practice D 3666 are generallyconsidered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance withPractice D 3666 alone does not completely assure reliable results. Reliableresults depend on many

11、factors: following the suggestions of PracticeD 3666 or similar acceptable guideline provides a means of evaluating andcontrolling some of those factors.4. Apparatus4.1 Sieves, U.S. standard 8-in. diameter, conforming toSpecification E11in the following sizes:9.5-mm (38-in.)4.75-mm (No. 4)2.36-mm (N

12、o. 8)1.18-mm (No. 16)600-m (No. 30)300-m (No. 50)150-m (No. 100)75-m (No. 200)4.2 BalanceA balance having a minimum capacity of 15kg and meeting the requirements of Specification D 4753,Class GP5.4.3 Oven, of appropriate size capable of being maintained at110 6 5C.4.4 Agitation Equipment, such as a

13、jar mill or a magneticstirrer.4.5 Bunsen Burner or Hot Plate.4.6 Receiving Tank, of nonreactive material to receive washwater and residue washed through the 8-in. diameter sieves.4.7 Rapid Filter Paper, acid-resistant.4.8 Safety Eyeglasses, Rubber Gloves, Aprons, and so forth.1This test method is un

14、der the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.51 onAggregate Tests.Current edition approved June 1, 2009. Published June 2009. Originallyapproved in 1972. Last previous edition approved in 2003 as D 3042 03.2For referenced

15、 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.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Cons

16、hohocken, PA 19428-2959, United States.4.9 Borosilicate Glass Containers, for performing acidleaching test.4.10 pH Paper or pH Meter.5. Reagent5.1 Purity of ReagentsReagent grade chemicals shall beused in all tests. Unless otherwise indicated, it is intended thatall reagents shall conform to the spe

17、cifications of the Commit-tee on Analytical Reagents of the American Chemical Society,where such specifications are available.3Use of other grades ispermitted, provided it is first ascertained that the reagent is ofsufficiently high purity to permit its use without lessening theaccuracy of the deter

18、mination.5.2 Hydrochloric Acid (6 N)Prepare a 6 N solution ofhydrochloric acid (HCl).6. Samples6.1 Samples shall be representative of the sources fromwhich they are obtained and shall be reduced to appropriatesize by use of sample splitters or by quartering in accordancewith the Sampling Section of

19、Test Method C 136.6.1.1 Normally, the aggregate used in the test sample shallbe retained after washing over the 4.75-mm (No. 4) sieve, andpassing the 9.5-mm (38-in.) sieve.6.1.2 Test separate fractions or combined aggregate grad-ings as appropriate.6.2 Dry sample aggregates to constant mass at 110 6

20、 5C.6.3 Use an oven-dry sample having a minimum mass of 500g.7. Procedure for Determining Only the Plus 75 m (No.200) Size Fraction of Insoluble Residue7.1 For many applications, only the plus 75-m (No. 200)size insoluble residue fraction is of interest. This sectionprovides a procedure for determin

21、ation of the amount and sizedistribution of only the plus 75-m (No. 200) size insolubleresidue. If the total amount of insoluble residue is desired,follow the procedure in Section 8 and only such portions ofSection 7 as are indicated in Section 8.7.2 Prepare and test samples in triplicate for each a

22、ggregatesampled.7.3 WarningHydrogen chloride gas is released duringthis procedure. Exercise extreme care to prevent corrosive gasfrom entering the laboratory atmosphere. The hydrogen chlo-ride gas that may be produced in the chemical reaction can bedestructive to laboratory equipment and can also be

23、 a definitesafety hazard to laboratory personnel. Under no circumstancesshall the test be performed without proper and adequateventilation. Operators shall be required to wear a mask whenperforming this test.7.4 Place an aggregate sample weighing a minimum of 500g in a suitable borosilicate glass co

24、ntainer. The container shallbe vented to allow gas from the reaction to escape and to bedrawn away. Slowly add 1000 mL of 6 N hydrochloric acid(HCl) allowing for excessive effervescence or foaming tosubside before further addition of solution. Agitate the con-tainer and contents gently by hand until

25、 excessive efferves-cence has subsided.7.5 Place the container and contents on an agitating device.7.6 Check the container periodically, and when the reactionappears to have subsided (no obvious bubbling) decant thesolution and add approximately 300 mL of the 6 N HCl andcheck for a reaction. Collect

26、 all decant solution in a receivingtank for future use only if determination of the total residuecontent is desired as in Section 8.7.6.1 If a reaction (bubbling) is observed, continue agitationuntil the reaction subsides and repeat the procedure beginningat 7.6.7.7 When no reaction is observed, hea

27、t the container gentlyover a bunsen burner or hot plate. Some carbonate materialswill require heating to temperatures of up to 110C andmaintaining this temperature level for approximately1hinorder to completely react the carbonate fraction.7.7.1 If no reaction is observed upon heating, proceed witht

28、he remainder of the test procedure.7.7.2 If a reaction is observed upon heating, continue theagitation and repeat the procedure beginning at 7.7.7.8 When the reaction has stopped, decant the acid solutionand add water to the aggregate in the glass container tothoroughly dilute the acid. The residue

29、in the container shallhave a pH as indicated by pH paper or pH meter of more than5.5.7.9 Wash the diluted solution and residue from the aggre-gate sample over a preweighed 75-m (No. 200) sieve placedover a receiving tank.7.10 Thoroughly rinse the material on the 75-m (No. 200)sieve and into the rece

30、iving tank. Dry the sieve and the residueina1106 5C oven.7.11 When the sieve and residue have cooled to roomtemperature, weigh the sieve plus the residue and subtract theoriginal mass of the dry clean sieve to obtain the mass of theplus 75-m (No. 200) sieve size residue.7.12 Visually inspect the res

31、idue to determine if there isparticle agglomeration because of the presence of plastic clayfractions.7.12.1 If agglomeration has occurred, physical reduction ofthe agglomerated particles shall be performed by use of amortar and rubber-tipped pestle. Exercise care to preventcrushing of individual par

32、ticle grains during this process.7.12.2 If no agglomeration has occurred, proceed with theremainder of the test procedure.7.13 Dry sieve the residue from the aggregate sample overpreweighed nested sieves. The nested sieves shall be of thefollowing series:4.75-mm (No. 4)2.36-mm (No. 8)1.18-mm (No. 16

33、)600-m (No. 30)300-m (No. 50)150-m (No. 100)75-m (No. 200)3Reagent Chemicals, American Chemical Society Specifications, AmericanChemical Society, Washington, DC. For Suggestions on the testing of reagents notlisted by the American Chemical Society, see Annual Standards for LaboratoryChemicals, BDH L

34、td., Poole, Dorset, U.K., and the United States Pharmacopeiaand National Formulary, U.S. Pharmacopeial Convention, Inc. (USPC), Rockville,MD.D30420928. Procedure for Determining the Total Acid InsolubleResidue Content8.1 Perform the steps in 7.1 through 7.8.8.2 Wash the diluted solution and residue

35、from the aggre-gate sample over pre-weighed nested sieves placed over areceiving tank. The nested sieves shall be of the followingseries:4.75-mm (No. 4)2.36-mm (No. 8)1.18-mm (No. 16)600-m (No. 30)300-m (No. 50)150-m (No. 100)75-m (No. 200)8.3 Rinse each sieve with water individually and thoroughlyo

36、ver the lower sieves and into the receiving tank. Dry thesieves and the residue in a 110 6 5C oven.8.4 When the sieves have cooled to room temperature,weigh each sieve plus the residue and subtract the originalmass of the dry clean sieve to obtain the mass of the residue.8.5 Dilute the decant acid s

37、olution in the receiving tank withwater. The solution in the receiving tank shall have a pH asindicated by pH paper (or a pH meter) of more than 5.5.8.6 Pour the solution contained in the receiving tankthrough a 75-m (No. 200) sieve and then through rapidfiltering paper placed in glass funnels. Thor

38、oughly rinse withadditional water. Pre-weigh the filter papers and the evaporat-ing dish.8.7 When filtration is complete, rinse by filtering cleanwater, then transfer the paper and the residue into an evapo-rating dish and place in the oven at 110 6 5C for 24 h.8.8 Weigh the dish, dried filters, and

39、 residue. Subtract themass of the clean filters and dish from the mass of the dish,filters, and residue to obtain the mass of the residue passing the75-m (No. 200) sieve.8.9 Dry the 75-m (No. 200) sieve and residue obtainedduring filtering process (see 8.6)ina1106 5C oven.8.10 When the 75-m (No. 200

40、) sieve and residue havecooled to room temperature, weigh the sieve plus the residueand subtract the original mass of the dry clean sieve to obtainthe mass of the residue (if any) retained on the 75-m (No.200) sieve from the decant solution. Add this quantity to thequantity established in 8.2.8.11 E

41、xamine the residue and describe it with the aid ofsuch mineral and rock identification tests as are necessary andappropriate. Refer to Descriptive Nomenclature C 294.9. Calculation9.1 Calculate the cumulative percent of insoluble residueretained on each of the sieves listed in 8.2 expressed as aperc

42、entage of that portion of the original sample mass retainedon the 75-m (No. 200) sieve.9.2 Calculate the total percent of insoluble residue ex-pressed as a percentage of the total original aggregate samplemass.9.3 Calculate the cumulative percent of insoluble residueretained on each of the sieves in

43、 the indicated series, expressedas a percentage of the total original aggregate sample mass.10. Report10.1 Report the following information:10.1.1 Identification and description of the aggregatesamples, and10.1.2 Calculated results for each sample and averageresults for triplicate tests.11. Precisio

44、n and Bias411.1 Precision has been established only for determinationof the plus 75-m (No. 200) size fraction.11.2 Tests of three materials having widely different levelsof insoluble residue indicated a non-linear relationship ofinsoluble residue between standard deviations and the amountscontained

45、in the samples. These data are shown in AppendixX1.11.3 Precision Based on Weighted Average Variance for AllMaterials:11.3.1 Single-Operator PrecisionThe single-operatorstandard deviation (one-sigma limit) has been found to be1.5 %.5Therefore, results of two properly conducted tests bythe same opera

46、tor are not expected to differ by more than 4.2.5The test method calls for reporting three test results. The range(difference between highest and lowest) of the three test resultsobtained by the same operator are not expected to exceed 4.9.611.3.2 Multilaboratory PrecisionThe multilaboratorystandard

47、 deviation (one-sigma limit) has been found to be 3.1percent.5Therefore, results of two properly-conducted tests indifferent laboratories on the same material should not differ bymore than 8.9.5The averages of three test results in twodifferent laboratories should not differ by more than 5.1.611.4 B

48、iasNo information can be presented on the bias ofthe procedure in this test method for measuring the insolubleresidue in carbonate aggregates, because no material having anaccepted reference value is available.12. Keywords12.1 aggregates; carbonate aggregates; friction; insolubleresidue; polish susc

49、eptibility4Supporting data have been filed at ASTM International Headquarters and maybe obtained by requesting Research Report RR: D041009.5These numbers represent the (1s) and (d2s) limits as described in PracticeC 670.6Calculated as described in the Definitions of Terms Specific to This Standard ofPractice C 670, for the term acceptable range of more than two results.D3042093APPENDIX(Nonmandatory Information)X1. PRECISION AT DIFFERENT INSOLUBLE RESIDUE LEVELSX1.1 Three carbonate aggregates, selected to represent low,intermediate, and high