AASHTO T 85-2014 Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate.pdf
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1、Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate AASHTO Designation: T 85-141ASTM Designation: C127-12 American Association of State Highway and Transportation Officials 444 North Capitol Street N.W., Suite 249 Washington, D.C. 20001 TS-1c T 85-1 AASHTO Standard Method
2、 of Test for Specific Gravity and Absorption of Coarse Aggregate AASHTO Designation: T 85-141ASTM Designation: C127-12 1. SCOPE 1.1. This method covers the determination of specific gravity and absorption of coarse aggregate. The specific gravity may be expressed as bulk specific gravity, bulk speci
3、fic gravity (saturated surface-dry (SSD), or apparent specific gravity. The bulk specific gravity (SSD) and absorption are based on aggregate after 1519 h of soaking in water. This method is not intended to be used with lightweight aggregates. 1.2. The values stated in SI units are to be regarded as
4、 the standard. 1.3. This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this standard to consult and establish appropriate safety and health pra
5、ctices and determine the applicability of regulatory limitations prior to use. 2. REFERENCED DOCUMENTS 2.1. AASHTO Standards: M 43, Sizes of Aggregate for Road and Bridge Construction M 80, Coarse Aggregate for Hydraulic Cement Concrete M 92, Wire-Cloth Sieves for Testing Purposes M 231, Weighing De
6、vices Used in the Testing of Materials T 2, Sampling of Aggregates T 19M/T 19, Bulk Density (“Unit Weight”) and Voids in Aggregate T 27, Sieve Analysis of Fine and Coarse Aggregates T 84, Specific Gravity and Absorption of Fine Aggregate T 248, Reducing Samples of Aggregate to Testing Size T 255, To
7、tal Evaporable Moisture Content of Aggregate by Drying 2.2. ASTM Standard: C670, Standard Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials 2.3. IEEE/ASTM Standard: SI10, American National Standard for Metric Practice 2015 by the American Association of
8、 State Highway and Transportation Officials.All rights reserved. Duplication is a violation of applicable law.TS-1c T 85-2 AASHTO 3. TERMINOLOGY 3.1. Definitions: 3.1.1. absorptionthe increase in the mass of aggregate due to water in the pores of the material, but not including water adhering to the
9、 outside surface of the particles, expressed as a percentage of the dry mass. The aggregate is considered “dry” when it has been maintained at a temperature of 110 5C for sufficient time to remove all uncombined water by reaching a constant mass. 3.1.2. specific gravitythe ratio of the mass (or weig
10、ht in air) of a unit volume of a material to the mass of the same volume of gas-free distilled water at stated temperatures. Values are dimensionless. 3.1.2.1. apparent specific gravitythe ratio of the weight in air of a unit volume of the impermeable portion of aggregate at a stated temperature to
11、the weight in air of an equal volume of gas-free distilled water at a stated temperature. 3.1.2.2. bulk specific gravitythe ratio of the weight in air of a unit volume of aggregate (including the permeable and impermeable voids in the particles, but not including the voids between particles) at a st
12、ated temperature to the weight in air of an equal volume of gas-free distilled water at a stated temperature. 3.1.2.3. bulk specific gravity (SSD)the ratio of the mass in air of a unit volume of aggregate, including the mass of water within the voids filled to the extent achieved by submerging in wa
13、ter for 1519 h (but not including the voids between particles) at a stated temperature, compared to the weight in air of an equal volume of gas-free distilled water at a stated temperature. 4. SUMMARY OF METHOD 4.1. A sample of aggregate is immersed in water to essentially fill the pores. It is then
14、 removed from the water, the water dried from the surface of the particles, and weighed. Subsequently the sample is weighed while submerged in water. Finally the sample is oven-dried and weighed a third time. Using the mass and weight measurements thus obtained and formulas in the method, it is poss
15、ible to calculate three types of specific gravity and absorption. 5. SIGNIFICANCE AND USE 5.1. Bulk specific gravity is the characteristic generally used for calculation of the volume occupied by the aggregate in various mixtures containing aggregate, including portland cement concrete, bituminous c
16、oncrete, and other mixtures that are proportioned or analyzed on an absolute volume basis. Bulk specific gravity is also used in the computation of voids in aggregate in T 19M/T 19. Bulk specific gravity (SSD) is used if the aggregate is wet, that is, if its absorption has been satisfied. Conversely
17、, the bulk specific gravity (oven-dry) is used for computations when the aggregate is dry or assumed to be dry. 5.2. Apparent specific gravity pertains to the relative density of the solid material making up the constituent particles, not including the pore space within the particles that is accessi
18、ble to water. 5.3. Absorption values are used to calculate the change in the mass of an aggregate due to water absorbed in the pore spaces within the constituent particles, compared to the dry condition, when it is deemed that the aggregate has been in contact with water long enough to satisfy most
19、of the absorption potential. The laboratory standard for absorption is that obtained after soaking dry aggregate in water. Aggregates mined from below the water table may have a higher absorption, 2015 by the American Association of State Highway and Transportation Officials.All rights reserved. Dup
20、lication is a violation of applicable law.TS-1c T 85-3 AASHTO when used, if not allowed to dry. Conversely, some aggregates when used may contain an amount of absorbed moisture less than the required amount of time to achieve the soaked condition. For an aggregate that has been in contact with water
21、 and that has free moisture on the particle surfaces, the percentage of free moisture can be determined by deducting the absorption from the total moisture content determined by T 255. 5.4. The general procedures described in this method are suitable for determining the absorption of aggregates that
22、 have had conditioning other than the required soak, such as boiling water or vacuum saturation. The values obtained for absorption by other methods will be different than the values obtained by the required soak, as will the bulk specific gravity (SSD). 5.5. The pores in lightweight aggregates may
23、or may not become essentially filled with water after the required soaking period. In fact, many such aggregates can remain immersed in water for several days without satisfying most of the aggregates absorption potential. Therefore, this method is not intended for use with lightweight aggregate. 6.
24、 APPARATUS 6.1. BalanceConforming to the requirements of M 231, Class G 5. The balance shall be equipped with suitable apparatus for suspending the sample container in water from the center of the weighing platform or pan of the balance. 6.2. Sample ContainerA wire basket of 3.35 mm (No. 6) or finer
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