ASTM D7115-2005 Standard Test Method for Measurement of Superpave Gyratory Compactor (SGC) Internal Angle of Gyration Using Simulated Loading《用模拟载荷测量精密铺砌旋转压实机(SGC)的回旋内角的标准试验方法》.pdf
《ASTM D7115-2005 Standard Test Method for Measurement of Superpave Gyratory Compactor (SGC) Internal Angle of Gyration Using Simulated Loading《用模拟载荷测量精密铺砌旋转压实机(SGC)的回旋内角的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《ASTM D7115-2005 Standard Test Method for Measurement of Superpave Gyratory Compactor (SGC) Internal Angle of Gyration Using Simulated Loading《用模拟载荷测量精密铺砌旋转压实机(SGC)的回旋内角的标准试验方法》.pdf(6页珍藏版)》请在麦多课文档分享上搜索。
1、Designation: D 7115 05Standard 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 (e) 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 Gyrato
3、ry 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:2D 2726 Test Method for Bulk Specific Gravity and Densityof Non-Absorptive Compacted Bituminous MaterialsD 6752 Te
5、st Method for Bulk Specific Gravity and Densityof Compacted Bituminous Mixtures Using AutomaticVacuum Sealing MethodD 6925 Test Method for the Preparation and Determinationof the Relative Density of Hot Mix Asphalt (HMA)Specimens by Means of the Superpave Gyratory Compac-torE 691 Practice for Conduc
6、ting an Inter-laboratory Study toDetermine the Precision of a Test Method3. Terminology3.1 Definitions: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 a
7、nd a mold end plate as a mold is gyrated in aSuperpave Gyratory Compactor.3.1.3 top internal anglethe angle formed between theinternal mold diameter and the upper mold end plate as a moldis gyrated in a Superpave Gyratory Compactor.3.1.4 bottom internal anglethe angle formed between theinternal mold
8、 diameter and the lower mold end plate as a moldis gyrated in a Superpave Gyratory Compactor.3.1.5 effective internal anglethe average of the top inter-nal angle and the 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 o
9、f 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 (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 bott
10、om 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 is consistent withprevious published reports describing the mechanics of gyra-tory compaction.33.1.9 standard SGC volumetric spec
11、imena standard sizedhot mix asphalt specimen prepared using an SGC for purposesof volumetric mix design. Such a standard specimen, preparedin accordance with Test Method 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 gyra
12、tion of an SGC is measureddynamically with an instrument inserted into the SGC mold.4.2 A load (moment) is induced on the SGC while theinternal angle is simultaneously measured. The simulatedloading conditions are similar to those created by compactionof a standard SGC volumetric specimen.4.3 The in
13、ternal angles at each end of the mold are mea-sured and then averaged to obtain the effective internal angle ofgyration.1This test method is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.20 onMechanical Tests of Bitumino
14、us Mixtures.Current edition approved Feb. 1, 2005. Published February 2005.2For referenced 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
15、 ASTM website.3Guler, M., Bahia, H. U., Bosscher, P. J., and Plesha, M. E., “Device forMeasuring Shear Resistance of Hot Mix Asphalt in Gyratory Compactor,” Trans-portation Research Record 1723, TRB, NationalAcademy of Sciences, Washington,DC, 2000, pp. 116-124.1Copyright ASTM International, 100 Bar
16、r Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Significance and 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 T
17、est Method D 6925, loose HMAis placed inside a metal mold, which is then placed into anSGC. A 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 specimen
18、s produced as measured byTest Method D 2726 or D 6752 is very important to the validityof the tests performed. Specimens of a consistent density areproduced when an SGC maintains a constant pressure and aknown constant angle of gyration during the compactionprocess.5.2 There are several manufacturer
19、s and models of SGC.Each model employs a unique method of setting, inducing, andmaintaining the 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 mo
20、dels commerciallyavailable. Inconsistencies in asphalt specimens produced ondifferent SGC models 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
21、 any manufacturers SGC model under simulatedloading conditions. The external shape of the instrumentchassis 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 app
22、lied at these fixed points, creating tilting moments ateach end of the mold.5.4 Unless otherwise specified, tilting moments correspond-ing to an eccentricity of 22 mm shall be used to simulate theloading conditions of a standard SGC volumetric specimen.6. Interferences6.1 Debris on the SGC mold, bas
23、e plates, ram head, reactionsurfaces, or on the instrument can cause errant measurementresults. Extreme care should be taken to thoroughly clean theSGC, mold, instrument, and any work areas that will beutilized during the measurement procedure.6.2 Scarring or irregular surfaces on mold walls and end
24、plates is also known to cause incorrect results. Do not use anyequipment that shows signs of damage. The precision requiredin the execution of this test method necessitates that extremecare must be taken to avoid errors from damaged or improperlymaintained equipment.7. Apparatus7.1 An instrument cap
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