ASTM D7115-2008 952 Standard Test Method for Measurement of Superpave Gyratory Compactor (SGC) Internal Angle of Gyration Using Simulated Loading.pdf
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1、Designation: D 7115 08Standard Test Method forMeasurement of Superpave Gyratory Compactor (SGC)Internal Angle of Gyration Using Simulated Loading1This standard is issued under the fixed designation D 7115; the number immediately following the designation indicates the year oforiginal adoption or, in
2、 the case of revision, the year of last revision. A number 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 the procedure for the measure-ment of the Superpave Gyrator
3、y Compactor (SGC) internalangle of gyration using an instrument capable of simulatingloading conditions similar to those created by a hot mix asphaltspecimen.1.2 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user
4、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 670 Practice for Preparing Precision and Bias Statementsfor Test Methods for Construction MaterialsD 2726 Test M
5、ethod for Bulk Specific Gravity and Densityof Non-Absorptive Compacted Bituminous MixturesD 3666 Specification for Minimum Requirements forAgen-cies Testing and Inspecting Road and Paving MaterialsD 6752 Test Method for Bulk Specific Gravity and Densityof Compacted Bituminous Mixtures Using Automati
6、cVacuum Sealing MethodD 6925 Test Method for Preparation and Determination ofthe Relative Density of Hot Mix Asphalt (HMA) Speci-mens by Means of the Superpave Gyratory CompactorE 691 Practice for Conducting an Interlaboratory Study toDetermine the Precision of a Test Method3. Terminology3.1 Definit
7、ions:3.1.1 external anglethe angle formed between the exter-nal mold diameter and a stationary reference axis of themachine frame.3.1.2 internal anglethe angle formed between the internalmold diameter and a mold end plate as a mold is gyrated in anSGC.3.1.3 top internal anglethe angle formed between
8、 theinternal mold diameter and the upper mold end plate as a moldis gyrated in an SGC.3.1.4 bottom internal anglethe angle formed between theinternal mold diameter and the lower mold end plate as a moldis gyrated in an SGC.3.1.5 effective internal anglethe average of the top inter-nal angle and the
9、bottom internal angle.3.1.6 tilting momenta force (F) acting at one end of anSGC mold platen in a direction parallel to the axis of gyration,but acting at some distance (e) away from that axis. The tiltingmoment at one end of the mold platen is computed as theproduct of this distance (e) and force (
10、F).3.1.7 total momentthe sum total (M) of the tilting momentacting at the top of the mold and the tilting moment acting atthe bottom of the mold.3.1.8 eccentricitythe distance (e) away from the axis ofgyration at which a force (F) is acting at one end of an SGCmold. This use of the term eccentricity
11、 is consistent withprevious published reports describing the mechanics of gyra-tory compaction.33.1.9 standard SGC volumetric specimena standard sizedhot mix asphalt specimen prepared using an SGC for purposesof volumetric mix design. Such a standard specimen, preparedin accordance with Test Method
12、D 6925, has a diameter of 150mm and a final compacted height of 115 6 5 mm.4. Summary of Test Method4.1 The internal angle of gyration of an SGC is measureddynamically with an instrument inserted into the SGC mold.1This test method is under the jurisdiction of ASTM Committee D04 on Roadand Paving Ma
13、terials and is the direct responsibility of Subcommittee D04.20 onMechanical Tests of Bituminous Mixtures.Current edition approved July 1, 2008. Published July 2008. Originally approvedin 2005. Last previous edition approved in 2005 as D 7115 05.2For referenced ASTM standards, visit the ASTM website
14、, 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.3Guler, M., Bahia, H. U., Bosscher, P. J., and Plesha, M. E., “Device forMeasuring Shear Resistance of Hot Mix Asph
15、alt in Gyratory Compactor,” Trans-portation Research Record 1723, TRB, NationalAcademy of Sciences, Washington,DC, 2000, pp. 116124.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.4.2 A load (moment) is induced on the SGC while thein
16、ternal angle is simultaneously measured. The simulatedloading conditions are similar to those created by compactionof a standard SGC volumetric specimen.4.3 The internal angles at each end of the mold are mea-sured and then averaged to obtain the effective internal angle ofgyration.5. Significance a
17、nd Use5.1 SGCs are used to produce hot-mix asphalt (HMA)specimens in the laboratory to assess volumetric properties andpredict pavement performance. In the fabrication of an SGCspecimen in accordance with Test Method D 6925, loose HMAis placed inside a metal mold, which is then placed into anSGC. A
18、constant consolidation pressure is applied to thesample while the mold gyrates at a nominally constant angle(referred to as the angle of gyration) and rate. Consistency inthe density of the asphalt specimens produced as measured byTest Methods D 2726 or D 6752 is very important to thevalidity of the
19、 tests performed. Specimens of a consistentdensity are produced when an SGC maintains a constantpressure and a known constant angle of gyration during thecompaction process.5.2 There are several manufacturers and models of SGC.Each model employs a unique method of setting, inducing, andmaintaining t
20、he angle of gyration. Each model also employs aunique calibration system to measure the external angle ofgyration. These existing calibration systems can not be useduniversally on all of the different SGC models commerciallyavailable. Inconsistencies in asphalt specimens produced ondifferent SGC mod
21、els have been at least partially attributed tovariations in the angle of gyration.5.3 This method describes instruments and processes thatcan be used to independently measure the internal angle ofgyration of any manufacturers SGC model under simulatedloading conditions. The external shape of the ins
22、trumentchassis assures that the points of physical contact between themold end plates and the instrument occur at a fixed and knowndistance away from the axis of gyration.As a result, the verticalload is applied at these fixed points, creating tilting moments ateach end of the mold.5.4 Unless otherw
23、ise specified, a tilting moment of 466.5N-m shall be applied to the SGC by the instrument whilemaking this measurement.NOTE 1The quality of the results produced by this test method aredependent on the competence of the personnel performing the procedureand the capability, calibration, and maintenanc
24、e of the equipment used.Agencies that meet the criteria of Practice D 3666 are generally consid-ered capable of competent and objective testing/sampling/inspection/etc.Users of this test method are cautioned that compliance with PracticeD 3666 alone does not completely assure reliable results. Relia
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