ASTM D7113 D7113M-2010(2016) 7080 Standard Test Method for Density of Bituminous Paving Mixtures in Place by the Electromagnetic Surface Contact Methods《采用电磁表面接触法测定适当沥青铺路混合物的密度的标准试.pdf

《ASTM D7113 D7113M-2010(2016) 7080 Standard Test Method for Density of Bituminous Paving Mixtures in Place by the Electromagnetic Surface Contact Methods《采用电磁表面接触法测定适当沥青铺路混合物的密度的标准试.pdf》由会员分享，可在线阅读，更多相关《ASTM D7113 D7113M-2010(2016) 7080 Standard Test Method for Density of Bituminous Paving Mixtures in Place by the Electromagnetic Surface Contact Methods《采用电磁表面接触法测定适当沥青铺路混合物的密度的标准试.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D7113/D7113M 10 (Reapproved 2016)Standard Test Method forDensity of Bituminous Paving Mixtures in Place by theElectromagnetic Surface Contact Methods1This standard is issued under the fixed designation D7113/D7113M; the number immediately following the designation indicates theyear of o

2、riginal adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This test method covers the procedures for determiningthe in

3、-place density and relative compaction of bituminousconcrete pavement paving mixtures by an electromagneticsurface contact device by measuring changes in the electro-magnetic field resulting from the compaction process.1.2 The equipment referenced in this method is a surfacecontact device, which mus

4、t accommodate surface moisture andtemperature variation in the range typically encountered inpaving applications. This can be accomplished by designparameters that reduce the devices sensitivity to surfacemoisture and temperature variation or by measurements andalgorithms to account for surface mois

5、ture and temperaturevariance in the rolling pattern.1.3 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues fro

6、m the two systems may result in non-conformancewith the standard.1.4 This standard does not purport to address all of 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 prior to use.2. Refere

7、nced Documents2.1 ASTM Standards:2C670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction MaterialsD1188 Test Method for Bulk Specific Gravity and Density ofCompacted Bituminous Mixtures Using Coated Samples(Withdrawn 0)3D2726 Test Method for Bulk Specific Gravity

8、and Densityof Non-Absorptive Compacted Bituminous MixturesD3665 Practice for Random Sampling of Construction Ma-terialsD3666 Specification for Minimum Requirements for Agen-cies Testing and Inspecting Road and Paving MaterialsD5361 Practice for Sampling Compacted Bituminous Mix-tures for Laboratory

9、TestingD6752 Test Method for Bulk Specific Gravity and Densityof Compacted Bituminous Mixtures Using AutomaticVacuum Sealing Method3. Significance and Use3.1 The test method described is useful as a rapid, nonde-structive technique for determining the in-place density orrelative compaction of compac

10、ted bituminous mixtures.3.2 The test method can be used to establish the properrolling effort and pattern to achieve the required density.3.3 The non-destructive nature of the test allows repetitivemeasurements to be made at a single test location betweenroller passes or at multiple locations across

11、 the mat to monitorchanges in density.3.4 The density results obtained by this test method arerelative. Device calibration (correlation with other test meth-ods is required to convert the results obtained using thismethod to actual density. Section 6 of this test methoddescribes a method that has pr

12、oven to be acceptable forcorrelation.NOTE 1The personnel and equipment used in performing this test canbe evaluated in accordance with Specification D3666.NOTE 2Research and evaluation of devices used in this test methodhas been conducted. Reference is made to “Evaluation of Non-NuclearGauges to Mea

13、sure Density of Hot-Mixed Asphalt Pavements,” a pooledfund study, Pedro Romero, Ph.D., P.E., July 2002.1This test method is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.21 onSpecific Gravity and Density of Asphalt Mixtu

14、res.Current edition approved May 1, 2016. Published May 2016. Originallyapproved in 2005. Last previous edition approved in 2010 as D7113 10. DOI:10.1520/D7113_D7113M-10R16.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For A

15、nnual Book of ASTMStandards volume information, refer to the standards Document Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. Unit

16、ed States14. Interferences4.1 Electromagnetic force fields such as high-tension powerlines, or large metal objects in close proximity may interferewith the device reading.4.2 The chemical composition of the material being testedmay significantly affect the measurement and adjustments maybe necessary

17、. The device can be calibrated to the specific mixdesign being used in the field.4.3 The test method exhibits spatial bias in that the device ismost sensitive to the density of the material in closest prox-imity to the sensor.4.4 The surface texture of the material being tested maycause lower than a

18、ctual density determination.4.5 Oversize aggregate particles in the sensor path maycause variations in density determination.4.6 The actual sample volume varies with the apparatus andthe density of the material. In general, the higher the densitythe smaller the volume ( see Note 3).NOTE 3The volume

19、of field compacted material represented by a testcan effectively be increased by repeating the test at adjacent locations andaveraging the results.5. Apparatus5.1 Electronic Sensing DeviceAn electronic countingdevice, capable of being seated on the surface of the materialunder test, and which meets

20、the outline below:5.1.1 The device shall be housed in an enclosure of heavy-duty construction and designed for taking in-situ densitymeasurements of bituminous paving mixtures.5.1.2 The device shall function in the mat temperature andmoisture levels experienced during the placement of hotbituminous

21、paving mixtures.5.1.3 The device shall include the internal circuitry suitablefor displaying individual measurements to allow operators torecord the readings.5.1.4 The device shall include a continuous reading mode ofoperation.5.1.5 The device shall employ suitable electronic circuitryto provide pow

22、er and signal conditioning to the sensor toprovide the data acquisition and readout function, and allowcalibration of the unit over the expected range of applicationconditions and materials.NOTE 4The device manufacturer may choose to supply a ReferenceStandard, a block of material used for checking

23、device operation and toestablish conditions before actual pavement measurements are made.6. Calibration6.1 Calibrate the device for each mixture prior to perform-ing tests on that particular mixture.6.2 Record the calibration method used and the specificvalues obtained for future use of the device o

24、n the same typeof material.6.3 The calibration must be conducted on the mat within themat temperature range that will be encountered during subse-quent testing.6.4 The core calibration allows the device to be offset to aspecific density measured using Test Method D1188, TestMethod D2726, or Test Met

25、hod D6752.6.4.1 Identify three to ten test locations withina3m10ftlength in the direction of the paving train on the mat.6.4.2 At each location take a minimum of four measure-ments following the device manufacturers recommendationfor seating the device on the pavement and the procedures ofoperation

26、noted in 7.7.6.4.3 Record each individual measurement and the averagefor each location.6.4.4 Cut a 150 mm 6 in. core from the pavement locationin accordance with Practice D5361 and proceed with theappropriate test method for determining the bulk specificgravity of the compacted specimen.6.4.5 Averag

27、e all device readings.Average all core measure-ments. Compare these values to determine a device offset.6.4.6 Offset the device reading to reflect the value derived instep 6.4.5.7. Procedure of Operation7.1 The device should be turned on sufficiently in advanceof taking any readings to allow the dev

28、ice to stabilize.7.2 Standardize the device using the manufacturers proce-dures as described in the device operation manual.7.3 Select a test location in accordance with the projectspecifications, or, if not otherwise specified, in accordance withPractice D3665.7.4 Ensure that no sources of electrom

29、agnetic interferencesuch as high-tension power lines or large metal objects are nearthe immediate vicinity of the device.7.5 For best results, avoid surfaces with large temperatureextremes.7.6 The following procedure may be used to determine therequired number of roller passes:7.6.1 Measure and reco

30、rd readings on the un-compactedmixture exiting the screed.7.6.2 After each roller pass, measure and record the com-paction readings.7.6.3 When the measurements no longer increase or fallback with additional roller passes, record this reading and thenumber of passes.7.6.4 Repeat steps 7.6.1 and 7.6.2

31、 after each roller typewhere compaction is to be monitored.7.7 The following procedure may be used for taking mea-surements on one or more pavement locations:7.7.1 Select a smooth surface with no excess water (rollerwater is acceptable). Brush the surface clear of any sand orstones, which would prev

32、ent contact between the surface andthe measuring device. The optimum condition for generaltesting would be a smooth surface, with total contact betweenthe bottom surface of the device and the surface being tested.Optimum calibration conditions are the same as above includ-ing recommendations from th

33、e device manufacturer withrespect to pavement moisture.D7113/D7113M 10 (2016)27.7.2 Ensure the device is calibrated for the site conditionsand bituminous mix being placed in accordance with Section 6of this test method.7.7.3 Seat the device on the test surface allowing for themaximum device-to-mater

34、ial surface contact. If necessary,rotate the device to gain the maximum contact and eliminateany rocking or high points in the contact area.7.7.4 For multiple testing and averaging for a specificlocation, follow the device manufacturers recommendation forplacing the device on the mat.7.7.5 If profil

35、ing the pavement surface, measure and recordeach reading. Compare the individual readings to observableirregularities in the mat that may establish or identifysegregation, uniformity or texture issues.7.7.6 After initiating a test, the operator must move awayfrom the device for a minimum distance of

36、 30 cm 1 ft.NOTE 5Do not place the device on a hot surface unless you areconducting measurements. Prolonged high temperatures may adverselyaffect the devices electronics. The device should be allowed to coolbetween measurements.8. Report8.1 Immediately after taking the density reading(s), recordthe

37、following data:8.1.1 Job site identification and the test site location data,such as station number, offset from centerline, and so forth, inaccordance with locally-established conventions.8.1.2 Device calibration data as specified in Section 6.8.1.3 Individual density readings at each measured poin

38、twithin a test location to the nearest 0.001 g/cc, together withthe calculated average density value for the location.8.1.4 Corresponding density data (if taken) from alternativemethods for each test location to the nearest 0.001 g/cc. Suchdata may be from nuclear gage or core sample methods.8.1.5 N

39、otation of any qualitative observations of testing ormaterial conditions that may affect the accuracy or interpreta-tion of the test results.8.1.6 Temperature of the bituminous mat at the time of thereading, to the nearest 0.5 C, if taken.8.1.7 Dated signature by the test operator.9. Precision and B

40、ias49.1 Precision:9.1.1 Precision is based on a field experiment in 2008 thatused six gauges from five manufacturers. Materials includedSuperpave 9.5, 12.5, 19.0, and 37.5 HMA used on a construc-tion project sponsored by the New York DOT. Density variedfrom 123.9 to 156.0 pounds per cubic foot with

41、mean of 137.6and standard deviation 3.089. Each test with a single gauge wasconducted by the same operator, therefore, single-operatorprecision for this statement is also considered to be single-gauge precision if conducted by the same operator.9.1.2 Single Operator PrecisionThe single-operator stan

42、-dard deviation has been found to be 20.50 kgm31.28 poundsper cubic foot.5Therefore, results of two properly conductedtests by the same operator on the same material should notdiffer by more than 57.67 kgm33.6 pounds per cubic foot.59.1.3 Multilaboratory PrecisionThe multilaboratory stan-dard deviat

43、ion has been found to be 23.55 kgm31.47 poundsper cubic foot.5Therefore, results of two properly conductedtests from two different laboratories on the same materialshould not differ by more than 65.68 kgm34.1 pounds percubic foot.59.2 Bias:9.2.1 There is no consensus on the most accurate method tode

44、termine the values of density against which this test can becompared. Accordingly, a statement of method bias cannot bemade.NOTE 6With regards to the Bias statement above, any user may electto conduct a comparison of these gauges related to the laboratorymeasured value from core samples. Gauge measu

45、rements should be takendirectly on the location of the pavement where cores will be cut.10. Keywords10.1 bituminous-concrete density; density; in-place density;non-nuclear test method, electronic density deviceASTM International takes no position respecting the validity of any patent rights asserted

46、 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 infringement of such rights, are entirely their own responsibility.This standard is subject to revision at any time by the

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48、areful 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 known to the ASTM Committee on Standards, at the address shown below.This standard is copyrighted by ASTM Internati

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