ASTM D1461-1985(2006) Standard Test Method for Moisture or Volatile Distillates in Bituminous Paving Mixtures《沥青铺砌混合料中水份或挥发性馏份含量的标准试验方法》.pdf

《ASTM D1461-1985(2006) Standard Test Method for Moisture or Volatile Distillates in Bituminous Paving Mixtures《沥青铺砌混合料中水份或挥发性馏份含量的标准试验方法》.pdf》由会员分享，可在线阅读，更多相关《ASTM D1461-1985(2006) Standard Test Method for Moisture or Volatile Distillates in Bituminous Paving Mixtures《沥青铺砌混合料中水份或挥发性馏份含量的标准试验方法》.pdf（6页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 1461 85 (Reapproved 2006)Standard Test Method forMoisture or Volatile Distillates in Bituminous PavingMixtures1This standard is issued under the fixed designation D 1461; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revisio

2、n, 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.This standard has been approved for use by agencies of the Department of Defense.1. Scope1.1 This test method cove

3、rs the determination, by directmeasurement, of moisture or volatile fractions of the bitumenin bituminous paving mixtures.1.2 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are for informationonly.1.3 This standard does not purport to address all of

4、thesafety concerns, if any, 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.2. Referenced Documents2.1 ASTM Standards:2D 244 Test Methods and Pr

5、actices for Emulsified AsphaltsD 979 Practice for Sampling Bituminous Paving Mixtures3. Significance and Use3.1 This test method is used for determining either theamount of moisture or the amount of volatile petroleumdistillates in bituminous paving mixtures.4. Apparatus4.1 Metal Still A vertical cy

6、lindrical still, similar to thatused in Test Methods D 244, having a faced flange at the top towhich the head is tightly attached by means of a clamp. Thehead shall be of metal, preferably of copper or brass, and shallbe provided with a tubulation 25.4 mm (1 in.) in insidediameter.4.2 Condenser, of

7、the water-cooled reflux glass-tube type,having a condenser jacket not less than 400 mm (1534 in.) longwith an inner tube 9.5 to 12.7 mm (38 to12 in.) in outsidediameter. The end of the condenser inserted in the trap shall beground off at an angle of 30 from the vertical axis of thecondenser. For mix

8、tures with very volatile solvents, it may benecessary to supplement this water-cooled condenser with asecond water-cooled condenser of approximately the samedimensions.4.3 Trap, of well-annealed glass, of one of the followingtypes depending upon the purpose of the test:4.3.1 For determination of wat

9、er in bituminous pavingmixtures, a glass trap of 10 or 25-mL capacity shall be used.The trap shall be graduated in 0.1-mL divisions with60.05-mL maximum error below 1 mL, and in 0.2-mLdivisions with a 60.1-mL maximum error above 1 mL, asspecified in Table 1 and Fig. 1, Fig. 2, Fig. 3, and Fig. 4.Tap

10、ered Ball traps require adaptors for connection to the metalstill.4.3.2 For determination of the volatile fractions of thebitumen, the trap shall conform to the dimensions shown inFig. 5.4.4 SolventFor general use, an aromatic solvent is pre-ferred, since it has high solvency and dispersing power fo

11、rmost bituminous materials. Xylene, or a blend of 20 % tolueneand 80 % xylene, is recommended. For asphalts and similarpetroleum products, a petroleum distillate, 5 % boiling be-tween 90 and 100C (194 and 212F), and 90 % distillingbelow 210C (410F) may be used. For coal-tar, water-gas tar,and simila

12、r materials, the aromatic solvent must be used.4.5 Heating Device Any satisfactory source of heat thatwill be capable of maintaining a rate of distillation of 85 to 95drops/min.1This test method is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibil

13、ity of Subcommittee D04.25 onAnalysis of Bituminous Mixtures.Current edition approved June 1, 2006. Published June 2006. Originallyapproved in 1956. Last previous edition approved in 2001 as D 1461 85 (2001).2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Custome

14、r 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 Conshohocken, PA 19428-2959, United States.5. Sampling5.1 Sampling shall be carri

15、ed out in accordance with theprocedures set forth in Test Methods D 979.TABLE 1 Dimensions and Sizes of TrapsStyleDescriptionFigureSize ofTrap,mLRange, mLSmall-estScaleDivision,mLScaleErrormax, mLTop ofGraduatedTubeBottom ofGraduatedTubeBottom ofVaporTubeA $ joint conical $ joint 7 100to 1.0over 1.0

16、 to 10.00.10.20.050.1BCD joint$ jointplainconicalconicalconical jointplainplain8910 250to 1.0over 1.0 to 250.10.20.050.1E $ joint round $ joint 115100to 5.00to10.00.10.10.050.1NOTE 1All dimensions are in millimetres.FIG. 1 Traps (Style A)NOTE 1All dimensions are in millimetres.FIG. 2 Traps (Style B)

17、D 1461 85 (2006)25.2 The sample shall be representative of the material andshall be of such size as practical to fill the container in whichit is transported to the laboratory. For duplicate tests a 1.9-L(12-gal) friction-top tin pail full of the material would besatisfactory.6. Test Specimen and Sa

18、mple6.1 Thoroughly mix the sample and weigh out an amountestimated to show a percentage of moisture or diluent withinthe capacity of the trap calibration. Keep the remainder of thesample in its tightly covered container. The weighed sampleshould be preferably not less than 500 g for normal mixtures.

19、Thoroughly break up this sample to avoid larger lumps, andplace it in the still.7. Procedure for Determination of Moisture7.1 After the sample has been placed in the still, add 200 mLof the solvent and quickly stir it into the sample.7.2 Assemble the components of the apparatus as illustratedin Fig.

20、 6, choosing the trap in accordance with the expectedwater content of the sample and making all connections vaporand liquid tight. Insert a gasket of heavy paper, moistened withwater between the still body and cover. The condenser tube andtrap must be chemically clean to assure free drainage of wate

21、rinto the bottom of the trap. Insert a loose cotton plug in the tipof the condensor to prevent condensation of atmosphericmoisture inside it. Circulate cold water through the jacket ofthe condenser.7.3 Apply heat at such a rate that refluxing will start within5 to 10 min after the heat has been appl

22、ied and the condensersolvent will drip into the trap at a rate of 85 to 95 drops/min.Continue the distillation until three successive readings of thetrap at 15-min intervals show no increase in the amount ofwater being condensed, except that in no case shall distillationcontinue for more than 112 h.

23、7.4 Allow the contents of the trap to reach room temperatureand read the volume of water in the trap to the nearest scaledivision. Record the volume of water and calculate in weightpercent as described in 9.1.8. Procedure for Determination of Volatile Distillates8.1 After the sample has been placed

24、in the still, add 350 mLof water and approximately3gofsodium carbonate (Na2CO3)and quickly stir into the sample. Firmly attach the still coverand assemble the trap and condenser in the manner prescribedNOTE 1All dimensions are in millimetres.FIG. 3 Traps (Style C)NOTE 1All dimensions are in millimet

25、res.FIG. 4 Traps (Style D)D 1461 85 (2006)3in 7.2, except that the gasket is moistened with solvent and thetrap used shall be the dilution trap specified in 4.3.2.8.2 Apply heat at such a rate that the water and solvent willbegin to reflux in 5 to 10 min after the heat has been appliedand will drip

26、from the condenser at the rate of 85 to 95 dropsper minute. In case the sample contains a large amount of veryvolatile solvent, it may be necessary to add a second water-cooled condenser above the first one or to reduce the rate ofdistillation somewhat to prevent escape of the solvent.8.3 Continue d

27、istillation until three successive readings ofthe upper and lower levels of the diluent at 15-min intervalsshow no increase in the quantity being collected. Then removethe source of heat and allow the trap and contents to reachroom temperature. Allow the trap to stand a minimum of12 hto permit the s

28、olvent to separate.8.4 Record the volume of diluent in the trap to the nearestscale division and calculate in weight percent as described in9.2. Use the specific gravity of the diluent at 25C (77F).9. Calculation9.1 Calculate the moisture content as follows:Water, % 5volume of water in trapweight of

29、 sample3 100 (1)9.2 Calculate the volatile distillate as follows:Diluent, % 5volume diluent in trap!sp gr diluent at 25C!weight of sample3 100(2)10. Report10.1 Report the moisture content as the weight percentwater content in accordance with 9.1.10.2 Report the volatile distillates as the weight per

30、centdiluent content in accordance with 9.2.NOTE 1Assume specific gravity of diluent based on knowledge ofdiluent type or values in the range of 0.85 to 0.90. This only definesvolatiles that are obtained at the maximum test temperature.11. Precision11.1 Precision for Determination of MoistureThe foll

31、ow-ing criteria should be used for judging the acceptability ofresults (95 % probability) when using the 10-mL or 25-mLtraps.11.1.1 RepeatabilityDuplicate determination of water bythe same operator should be considered suspect if they differ bymore than the following amounts:Water Collected, mL0to1.

32、0 0.1mL1.1 to 25 0.1 mL or 2 % of the mean,whichever is greaterFIG. 5 Apparatus for Determining Volatile Fractions of the BitumenD 1461 85 (2006)411.1.2 ReproducibilityThe results submitted by each oftwo laboratories should be considered suspect if they differ bymore than the following amounts:Water

33、 Collected, mL0to1.0 0.2mL1.1 to 25 0.2 mL or 10 % of the mean,whichever is greater11.2 Precision for Determination of Volatile DistillatesThe precision of this method as obtained by statistical exami-nation of interlaboratory test results is as follows:11.2.1 Repeatibility Duplicate determinations

34、of volatiledistillates by the same operator should be considered suspect ifthey differ by more than 0.6 volume %.11.2.2 Reproducibility The results submitted by each oftwo laboratories should be considered suspect if they differ bymore than 1.4 volume %.NOTE 1Trap shall be 15 to 16 mm in inside diam

35、eter.FIG. 6 Typical Assemblies with Metal StillD 1461 85 (2006)5ASTM 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 suc

36、h 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 andif not revised, either reapproved or withdrawn. Your comments are invite

37、d 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 committee, which you may attend. If you feel that your comments have not received a

38、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 19428-2959,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).D 1461 85 (2006)6