AASHTO T 275-2007 Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Hot Mix Asphalt (HMA) Using Paraffin-Coated Specimens《用石蜡封盖样本的紧密HMA的堆积比重和密度的标准试验方法》.pdf
《AASHTO T 275-2007 Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Hot Mix Asphalt (HMA) Using Paraffin-Coated Specimens《用石蜡封盖样本的紧密HMA的堆积比重和密度的标准试验方法》.pdf》由会员分享,可在线阅读,更多相关《AASHTO T 275-2007 Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Hot Mix Asphalt (HMA) Using Paraffin-Coated Specimens《用石蜡封盖样本的紧密HMA的堆积比重和密度的标准试验方法》.pdf(4页珍藏版)》请在麦多课文档分享上搜索。
1、TS-2c T 275-1 AASHTO Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Hot Mix Asphalt (HMA) Using Paraffin-Coated Specimens AASHTO Designation: T 275-07 (2012) 1. SCOPE 1.1. The values stated in SI units are to be regarded as the standard. 1.2. This method of test covers the dete
2、rmination of bulk specific gravity (Gmb) of specimens of compacted hot mix asphalt (HMA). 1.3. This method should be used with samples that contain open or interconnecting voids or absorb more than 2.0 percent of water by volume, as determined by T 166. 1.4. The bulk specific gravity of the compacte
3、d HMA may be used in calculating the unit mass of the mixture. 1.5. This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to e
4、stablish appropriate safety and health practices and determine the applicability of regulator limitations prior to use. 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards: M 231, Weighing Devices Used in the Testing of Materials T 166, Bulk Specific Gravity (Gmb) of Compacted Hot Mix Asphalt (HMA) Using
5、Saturated Surface-Dry Specimens 3. TERMINOLOGY 3.1. Definitions: 3.1.1. bulk specific gravity (of solids) (Gmb)the ratio of the mass in air of a unit volume of a permeable material (including both permeable and impermeable voids normal to the material) at a stated temperature to the mass in air of e
6、qual density of an equal volume of gas-free distilled water at a stated temperature. The form of the expression shall be: Bulk specific gravity (Gmb) at x/yC 2013 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable l
7、aw.TS-2c T 275-2 AASHTO where: x = temperature of the material, and y = temperature of the water. 3.1.2. constant massshall be defined as the mass at which further drying does not alter the mass by more than 0.05 percent when weighed at 2-h intervals. 4. TEST SPECIMENS 4.1. Test specimens may be eit
8、her laboratory-compacted HMA or sampled from HMA pavements. The mixtures may be surface or wearing course, binder or leveling course, or hot mix base. 4.2. Size of SpecimensIt is recommended that: (1) the diameter of cylindrically compacted or cored specimens, or the length of the sides of sawed spe
9、cimens, be at least equal to four times the maximum size of the aggregate; and (2) the thickness of specimens be at least one and one-half times the maximum size of the aggregate. 4.3. Specimens shall be obtained from pavements with a core drill, diamond or carborundum saw, or by other suitable mean
10、s. 4.4. Care shall be taken to avoid distortion, bending, or cracking of specimens during and after removal from pavement or mold. Specimens shall be stored in a safe, cool place. 4.5. Specimens shall be free from foreign materials such as seal coat, tack coat, foundation material, soil, paper, or f
11、oil. 4.6. If desired, specimens may be separated from other pavement layers by sawing or other suitable means. Care should be exercised to ensure sawing does not damage the specimens. METHOD A 5. APPARATUS 5.1. Weighing DeviceThe weighing device shall have sufficient capacity, be readable to 0.1 per
12、cent of the sample mass or better, and conform to the requirements of M 231. The weighing device shall be equipped with a suitable suspension apparatus and holder to permit weighing the specimen while suspended from the center of the scale pan of the weighing device. 5.2. Suspension ApparatusThe wir
13、e suspending the container shall be the smallest practical size to minimize any possible effects of a variable immersed length. The suspension apparatus shall be constructed to enable the container to be immersed to a depth sufficient to cover it and the test sample during weighing. Care should be e
14、xercised to ensure that no trapped air bubbles exist under the specimen. 5.3. Water BathFor immersing the specimen in water while suspended under the weighing device, equipped with an overflow outlet for maintaining a constant water level, and thermostatically controlled so as to maintain the bath a
15、t 25 0.5C (77 0.9F). 2013 by the American Association of State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-2c T 275-3 AASHTO 6. PROCEDURE 6.1. Mass of Uncoated SpecimensDry the specimen to a constant mass at a temperature of 52 3C (125 5F
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