Constructions and Materials Testing Lab

Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate 1 This standard is issued under the fixed designation C128; the number immediately following the designation indicates the year of original original adoption or, in the case of revis revision, ion, the year of last revision. revision. A number in paren parenthese thesess indicates the year of last reappr reapproval. oval. A superscript epsilon ( ´) indicates an editorial change since the last revision or reapproval. Scope 1. Sco pe 1.1 This test method cover ermina coverss the det determ ination tion of rel relativ ativee density (specific gravity) and the absorption of fine aggregates. The relative density (specific gravity), a dimensionless quality, is expressed as oven-dry (OD), saturated-surface-dry (SSD), or relativee density (specific (specific gravi gravity). ty). The OD relative as appare apparent nt relativ den density sity is det determ ined d afte afterr dry drying ing the agg ate. The SSD ermine aggreg regate. relative density and absorption are determined after soaking the aggregate in water for a prescribed duration. 1.2 This test method method is not intende intended d to be used lightused for ligh tGroup weight aggregates that comply with SpecificationC332 Specification C332Group I aggregates. 1. 1.3 3 The valu values es stated stated in SI units units are to be rega regard rded ed as standard. No other units of measurement are included in this standard. this test od refe d text of this test meth me thod refere renc nces es no note tess an and 1.4 1. 4 The text footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this test method. standard d doe doess not purport address purpo rt to addre ss all of the 1.5  This standar d with the safet safetyy conc concer erns ns,, if any any, asso associa ciate ted with its use. use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. nts 2. Referenced Referenced Docume Documents 2 2.1  ASTM Standards: C29/C29M Test Method for Bulk Density (“Unit Weight”) and Voids in Aggregate C70Test C70 Test Method for Surface Moisture in Fine Aggregate C117 C117Test Test Method for Materials Finer than 75-µm (No. 200) 1 This test test met method hod is under und er the jurisd jurisdict iction ion of ASTM Com Commit mittee tee C09 on Concrete and Concrete Aggregatesand is the direct responsibility of Subcommittee C09.20on C09.20 on Normal Weight Aggregates. Cur Curren edition ed Jan. 2015. Pub Publis lished hed March 2015. Origin Originall ally rentt editio n approv app roved Jan. 1, 2015. March 2015. y ed in 1936. 1936. Last edition ed in 2012 2012 as C128–1 C128–12. 2. DOI: approv app roved Last previo previous us editio n approv approved 10.1520/C0128-15. 2 For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards volume information, refer to the standard’s Document Summary page on the ASTM website. Sieve in Mineral Aggregates by Washing C125Terminology C125Terminology Relating to Concrete and Concrete Aggregates C127 C127 Test Method for Relative Density (Specific Gravity) gate and Absorption Absorpti on of Coarse Aggre Aggregate C330 Specifi Specification cation for Lightweight Lightweight Aggregates for Structural Concrete Concrete C332Specification C332Specification for Lightweight Aggregates for Insulating Concrete C188Test C188Test Method for Density of Hydraulic Cement C566Test C566Test Method for Total Evaporable Moisture Content of Aggregate by Drying C670Practice C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction Materials C702Practice C702Practice for Reducing Samples of Aggregate to Testing Testing Size C1252Test C1252 Test Methods for Uncompacted Void Content of Fine egat atee (as enced e, Surf ace Aggr Ag greg (as In Influ fluen ced by Part Particl iclee Shap Shape, Surface Texture, and Grading) (Withdrawn 2015) 3 D75Practice D75 Practice for Sampli Sampling ng Aggregate Aggregatess D854 D854 Test Methods for Specific Gravity of Soil Solids by Water Pycnometer 2.2  AASHTO Standard: on of Fine AASH AASH TO T 84 Specific Specific Gravity Gravity and Absor Absorpti ption Fine Aggregates 4 3. T erminology 3.1  Definitions—For F or de ns of term termss used used in this defin finit itio ions this standard, refer to Terminology C125. C125. Summ ary of Test 4. Summary Test Method le of aggrega aggregate te is immersed in water for 24 6 4 4.1 A samp sample h to essentially fill the pores. It is then removed from the water, the water is dried from the surface of the particles, and the mass determined. Subsequently, the sample (or a portion of it) is placed in a graduated container and the volume of the sample is determined by the gravimetric or volumetric method. Finally, 3 approved version n of this historica sta ndard nced The last approv ed versio historicall standa rd is refere reference d on www.astm.org. 4 Availab vailable le from American Associat Association ion of State Highway and Transpor Tra nsportation tation Officials (AASHTO), 444 N. Capitol St., NW, Suite 249, Washington, DC 20001, http://www.transportation.org. the sample is oven-dried and the mass determined again. Using the mass values thus obtained and formulas in this test method, it is possible to calculate relative density (specific gravity) and absorption. 5. Significance and Use 5.1 Relative density (specific gravity) is the ratio of mass of an aggregate to the mass of a volume of water equal to the volume of the aggregate particles – also referred to as the absolute volume of the aggregate. It is also expressed as the ratio of the density of the aggregate particles to the density of water. Distinction is made between the density of aggregate particles and the bulk density of aggregates as determined by Test MethodC29/C29M, which includes the volume of voids between the particles of aggregates. 5.2 Relative density is used to calculate the volume occupied by the aggregate in various mixtures containing aggregate including hydraulic cement concrete, bituminous concrete, and other mixtures that are proportioned or analyzed on an absolute volume basis. Relative density (specific gravity) is also used in the computation of voids in aggregate in Test Method  C29/ C29M  and in Test Method C1252. Relative density (specific gravity) (SSD) is used in the determination of surface moisture on fine aggregate by displacement of water in Test Method C70.  Relative density (specific gravity) (SSD) is used if the aggregate is in a saturated surface-dry condition, that is, if its absorption has been satisfied. Alternatively, the relative density (specific gravity) (OD) is used for comput ations when the aggregate is dry or assumed to be dry. 5.3 Apparent relative density (specific gravity) pertain to the solid material making up the constituent particles not including the pore space within the particles that is accessible to water. This value is not widely used in co nstruction aggregat e technology. 5.4 Absorption values are used to calculate the change in the mass of an aggregate material due to water absorbed in the pore spaces within the constituent particles, compared to the dry condition, if it is deemed that the aggregate has been in contact with water long enough to satisfy most of the absorp tion potential. The laboratory standard for absorption is that obtained after submerging dry aggregate for a prescribed period of time. Aggregates mined from below the water table commonly have a moistu re content greater than the absorption determined by this test method, if used without opportunity to dry prior to use. Conversely, some aggregates that have not been continuously maintained in a moist condition until used are likely to contain an amount of absorbed moisture less than the 24-h soaked condition. For an aggregate that has been in contact with water and that has free moisture on the particle surfaces, the percentage of free moisture is determined by deducti ng the absorp tion from the total moisture content determined by Test Method C566  by drying. 5.5 The general procedures described in this test method are suitable for determining the absorption of aggregates that have had conditioning other than the 24-h soak, such as boiling water or vacuum saturation. The values obtained for absorption by other test methods will be different than the values obtained by the prescribed 24-h soak, as will the relative density (specific gravity) (SSD). 6. Apparatus 6.1  Balance—A balance or scale having a capacity of 1 kg or more, sensitive to 0.1 g or less, and accurate within 0.1 % of the test load at any point within the range of use for this test method. Within any 100-g range of test load, a difference between readings shall be accurate within 0.1 g. 6.2  Pycnometer (for Use with Gravimetric Procedure)—A flask or other suitable container into which the fine aggregate test sample can be readily introduced and in which the volume content can be reproduced within 60.1 cm 3. The volume of the container filled to mark shall be at least 50 % greater than the space required to accommodate the test sample. A volumetric flask of 500-cm3 capacity or a fruit jar fitted with a pycnometer top is satisfactory for a 500-g test sample of most fine aggregates. 6.3 Flask (for Use with Volumetric Procedure)—A Le Chatelier flask as described in Test MethodC188 is satisfactory for an approximately 55-g test sample. 6.4 Mold and Tamper for Surface Moisture Test—The metal mold shall be in the form of a frustum of a cone with dimensions as follows: 40 6 3-mm inside diameter at the top, 906 3-mm inside diameter at the bottom, and 75 6 3 mm in height, with the metal having a minimum thickness of 0.8 mm. The metal tamper shall have a mass of 340 6 15 g and a flat circular tamping face 25 6 3 mm in diameter. 6.5  Oven—An oven of sufficient size, capable of maintaining a uniform temperature of 110 6 5 °C (230 6 9 °F). 7. Sampling 7.1 Sample the aggregate in accordance with PracticeD75. Thoroughly mix the sample and reduce it to obtain a test specimen of approximately 1 kg using the applicable procedures described in Practice C702. 8. Preparation of Test Specimen 8.1 Place the test specimen in a suitable pan or vessel and dry in the oven to constant mass at a temperature of 110 6 5 °C (230 6  9 °F). Allow it to cool to comfortable handling temperature (approximately 50 °C), cover with water, either by immersion or by the addition of at least 6 % moisture to the fine aggregate, and perm it to stand for 24 6  4 h. When SpecificationC330 or SpecificationC332Group II lightweight aggregates are used, immerse the aggregate in water at room temperature for a period of 72 6 4 h, stirring for at least one minute every 24 h. 8.1.1 When the absorption and relative density (specific gravity) values are to be used in proportioning concrete mixtures in which the aggregates will be in their naturally moist condition, the requirement in 8.1 for initial drying is optional, and, if the surfaces of the particles in the sample have been kept continuously wet until tested, the requirement in 8.1 for 24 6 4 h soaking or 72 6 4 h is also optional. NOTE  1—Values for absorption and for relative density (specific gravity) (SSD) may be significantly higher for aggregate not oven dried before soaking than for the same aggregate treated in accordance with 8.1. 8.2 Decant excess water with care to avoid loss of fines (see also  Appendix X1), spread the sample on a flat nonabsorbent surface exposed to a gently moving current of warm air, and stir frequently to secure homogeneous drying. Emp loy mechanical aids such as tumbling or stirring to assist in achieving the saturated surface-dry condition, if desired. Continue this operation until the test specimen approaches a free-flowing condition. Follow the procedure in8.3 to determine if surface moisture is still present on the constitue nt fine aggregat e particles. Make the first trial for surface moisture when there is still some surface water in the test specimen. Continue drying with constant stirring and test at frequent intervals until the test indicates that the specimen has reached a surface-dry condition. If the first trial of the surface moisture test indicates that moisture is not present on the surface, it has been dried past the saturated surface-dry condition. In this case, thoroughly mix a few millilitres of water with the fine aggregate and permit the specimen to stand in a covered container for 30 min. Then resume the process of drying and testing at frequent intervals for the onset of the surface-dry condition. 8.3 Test for Surface Moisture—Hold the mold firmly on a smooth nonabsorbent surface with the large diameter down. Place a portion of the partially dried fine aggregate loosely in the mold by filling it to overflowing and heaping additional material above the top of the mold by holding it with the cupped fingers of the hand holding the mold. Lightly tamp the fine aggregate into the mold with 25 light drops of the tamper. Start each drop approximately 5 mm above the top surface of the fine aggregate. Perm it the tamper to fall freely under gravitational attraction on each drop. Adjust the starting height to the new surface elevation after each drop and distribute the drops over the surface. Remove loose sand from the base and lift the mold vertically. If surface moisture is still present, the fine aggregate will retain the molded shape. Slight slumping of the molded fine aggreg ate indicates that it has reache d a surface-dry condition. 8.3 .1 Some fine aggregate with predominately angularshaped particles or with a high proportion of fines does not slump in the cone test upon reaching the surface-dry condition. Test by dropping a handful of the fine aggregate from the cone test onto a surface from a height of 100 to 150 mm, and observe for fines becoming airborne; presence of airborne fines indi cates this problem. For these materials, consider the saturated surface-dry condition as the point that one side of the fine aggregate slumps slightly upon removing the mold. N OTE2—The following criteria have also been used on materials that do not readily slump: (1) Provisional Cone Test—Fill the cone mold as described in 8.3except only use 10 drops of the tamper. Add more fine aggregate and use 10 drops of the tamper again. Then add material two more times using 3 and 2 drops of the tamper, respectively. Level off the material even with the top of the mold, remove loose material from the base; and lift the mold vertically. (2) Provisional Surface Test—If airborne fines are noted when the fine aggregate is such that it will not slump when it is at a moisture condition, add more moisture to the sand, and at the onset of the surface-dry condition, with the hand lightly pat approximately 100 g of the material on a flat, dry, clean, dark or dull nonabsorbent surface such as a sheet of rubber, a worn oxidized, galvanized, or steel surface, or a black-painted metal surface. After 1 to 3 s, remove the fine aggregate. If noticeable moisture shows on the test surface for more than 1 to 2 s then surface moisture is considered to be present on the fine aggregate. (3)Colorimetric procedures described by Kandhal and Lee, Highway Research Record No. 307, p. 44. (4) For reaching the saturated surface-dry condition on a single size material that slumps when wet, hard-finish paper towels can be used to surface dry the material until the point is just reached where the paper towel does not appear to be picking up moisture from the surfaces of the fine aggregate particles. 9. Procedure 9.1 Test by either the gravimetric procedure in 9.2 or the volumetric procedure in 9.3.Make all determinations of mass to 0.1 g. 9.2  Gravimetric (Pycnometer) Procedure: 9.2.1 Partially fill the pycnometer with water. Introduce into the pycnometer 500 6  10 g of saturated surface-dry fine aggregate prepared as des cribed in Section 8, and fill with additional water to approximately 90 % of capacity.Agitate the pycnometer as described in  9.2.1.1  (manually) or  9.2.1.2 (mechanically). 9.2.1.1 Manually roll, invert, or agitate the pycnometer (or use a combination of these actions) to eliminate visible air bubbles. NOTE3—About 15 to 20 min are normally required to eliminate the air bubbles by manual methods. Dipping the tip of a paper towel into the pycnometer has been found to be useful in disper sing the foam that sometimes builds up when eliminating the air bubbles. Optionally, a small amount of isopropyl alcohol may be used to disperse the foam. 9.2.1.2 Mechanically agitate the pycnometer by external vibration in a manner that will not degrade the sample. A level of agitation adjusted to just set individual particles in motion is sufficient to promote de-airing withou t degradation . A mechanical agitator shall be considered acce ptable for use if comparison tests for ea ch six-month period of use show variations less that the acceptable range of two results (d2s) indicated in Table 1 from the results of manual agitation on the same material. 9.2.2 After eliminating all air bubbles, adjust the temperature of the pycnometer and its contents to 23.0 6  2.0 °C if necessary by partial immersion in circulating water, and bring the water level in the pycnometer to its calibrated capacity. Determine the total mass of the pycnometer, specimen, and water. 9.2.3 Remove the fine aggregate from the pycnometer, dry in the oven to constant mass at a temperature of 110 6 5 °C (230 6 9 °F), cool in air at room temperature for 1 6 1⁄2 h, and determine the mass. 9.2.4 Determine the mass of the pycnometer filled to its calibrated capacity with water at 23.0 6 2.0 °C. 9.3  Volumetric (Le Chatelier Flask) Procedure: 9.3.1 Fill the flask initially with water to a point on the stem between the 0 and the 1-mL mark. Record this initial reading with flask and contents within the temperature range of 23.0 6 2.0 °C. Add 55 6  5 g of fine aggregate in th e saturated surface-dry condition (or other measured quantity as necessary). After all fine aggregate has been introduced, place the stopper in the flask and roll the flask in an inclined position, or gently whirl it in a horizontal circle so as to dislodge all entrapped air, continuing until no further bubbles rise to the surface (Note 4). Take a final reading with the flask and contents within 1 °C of the original temperature. N OTE4—A small measured amount (not to exceed 1 mL) of isopropyl alcohol may be used to eliminate foam appearing on the water surface. The volume of alcohol used must be subtracted from the final reading (R2 ). 9.3 .2 For determination of the absorption, use a separate 500 6 10-g portion of the saturated surface-dry fine aggregate, dry to constant mass, and determine the dry mass. 10. Calculations 10.1  Symbols: A  = mass of oven dry specimen, g B  = mass of pycnometer filled with water, to calibration mark, g C = mass of pycnometer filled with specimen and water to calibration mark, g R 1= initial reading of water level in Le Chatelier flask, mL R 2 = final reading of water in Le Chatelier flask, mL S  = mass of saturated surface-dry spe cimen (used in the gravimetric procedure for density and relative density (specific gravity), or for absorption with both procedures), g S1  = mass of saturated surface-dry specimen (used in the volumetric procedure for density and relative density (specific gravity)), g 10.2 Relative Density (Specific Gravity): 10.2.1  Relative Density (Specific Gravity ) (Oven dry)— Calculate the relative density (specific gravity) on the basis of oven-dry aggregate as follows: 10.2.1.1  Gravimetric Procedure: Relative density~ specific gravity! ~ OD! ~ ! 5 A/B 1 S 2 C (1 ) 10.2.1.2 Volumetric Procedure: Relative density~ specific gravity! ~ OD ! 5 @ S1~A/S!# /@ 0.9975~R 2 2 R1 !# (2 ) 10.2.2  Relat ive Density (Sp ecific Gra vity) (Saturated Surface-dry)—Calculate the relative density (specific gravity) on the basis of saturated surface-dry aggregate as follows: 10.2.2.1  Gravimetric Procedure: Relative density ~ specific gravity! ~SSD ! 5 S/~B 1 S 2 C! Apparent relative density~specific gravity! 5A /~B 1A ! (5 ) 2 C 10.2.3.2 Volumetric Procedure: Apparent relative density ~specific gravity! 5 S 1 ~A /S! 0.9975~R2 ! 2 R 1 2 @~ S /S!~S 2A ! # (6 ) 1 10.3  Absorption—Calculate the percentage of absorption as follows: Absorption, % 5 100@~ S2A ! / A # (7 ) 11. Report 11.1 Report relative density (specific gravity) results to the nearest 0.01 and indicate the basis for relative density (specific gravity), as either oven-dry (OD), saturated-surface-dry (SSD), or apparent. 11.2 Report the absorption result to the neares t 0.1 %. 11.3 If the relativ e density (specific gravity) values were determined without first drying the aggregate, as permitted in 8.2, note that fact in the report. 12. Precision and Bias 12.1  Precision—The es timates of prec ision of this test method (lis ted in  Table 1)  are based on results from the AASHTO Materials Reference Laboratory Proficiency Sample Program, with testing conducted by this test method and AASHTO T 84. The significant difference between the methods is that Test Method C128 requires a saturation period of 24 TABLE 1 Precision Standard Deviation Acceptable Range of Two Results (d2s)A Single-Operator Precision Relative density (specific gravity) (OD) 0 .011 0.0 32 Relative density (specific gravity) (SSD) 0 .00 95 0.0 27 Apparent relative density (specific gra vity) 0 .00 95 0.0 2 7 Absorption, B % 0 .11 Multilaboratory Precision Relative density (specific gravity) (OD) 0 .023 0. 31 0.0 66 Relative density (specific gravity) (SSD) 0 .02 0 0.0 56 Apparent relative density (specific gra vity) 0 .02 0 0.0 56 Absorption, B % 0 .23 0. 66 (3 ) 10.2.2.2 Volumetric Procedure: A Relative density~ specific gravity! ~ SSD! 5 S1/@ 0.9975~R 2 2R 1 ! # (4 ) 10.2.3 Apparent Relative Density (Specific Gravity)— Calculate the apparent relative density (specific gravity) as follows: 10.2.3.1  Gravimetric Procedure: These numbers represent the (d2s) limits as described in PracticeC670. The precision esti mates were obtained from the analysis of combined AASHTO Materials Reference Laboratory profici ency sample data from laboratories using 15 to 19-h saturation times and other laboratories using 24 ± 4-h saturation time. Testing was performed on normal weight aggregates, and started with aggregates in the oven-dry condition. B Precision estimates are based on aggregates with absorptions of less than 1 % and may differ for manufactured fine aggregates and the aggregates having absorption values greater than 1 %. 6 4 h, and AASHTO Test Method T 84 requires a saturation period of 15 to 19 h. This difference has been found to have an insignificant effect on the precision indices. The data are based on the analyses of more than 100 paired test results from 40 to 100 laboratories. 13. Keywords 13.1 absorption; aggregate; apparent relative density; fine aggregate; relative density; specific gravity 12.2  Bias—Since there is no accepted reference material suitable for determining the bias for this test method, no statement on bias is being made. APPENDIXES (Nonmandatory Information) X1. POTENTIAL DIFFERENCES IN BULK RELATIVE DENSITY AND ABSORPTION DUE TO PRESENCE OF MATERIAL FINER THAN 75 µm X1.1 It has been found that there may be sign ificant differences in bulk relative density and absorption between fine aggregate samples tested with the material finer than 75 µm (No. 200) present and not present in the samples. Samples from which the material finer than 75 µm is not removed usually give a higher absorption and a lower bulk relative density compared with testing the same fine aggregate from which the material finer than 75 µm is removed following the procedures of Test Method C117.Samples with material finer than 75 µm may build up a coating around the co arser fine aggregate particles during the surface drying process. The resultant relative density and absorption that is subsequently measured is that of the agglomerated and coated particles and not that of the parent material. The difference in absorption and relative density determined between samples from which the material finer than 75 µm have not been removed and samples from which the material finer than 75 µm have be en remo ved depends on both the amount of the material finer than 75 µm present and the nature of the material. When the material finer than 75 µm is less than about 4 % by mass, the difference in relative density between washed and unwashed samples is less than 0.03. When the material finer than 75 µm is greater than about 8 % by mass, the difference in relative density obtained between washed and unwashed samples may be as great as 0.13. It has been found that the relative density determined on fine aggregate from which the material finer than 75 µm has been rem oved prior to testing more accurately reflects the relative density of the material. X1.2 The material finer than 75 µm, which is removed, can be assumed to have the same relat ive density as the fine aggregate. Alternatively, the relative density (specific gravity) of the material finer than 75 µm may be further evaluated using Test MethodD854 ,however, this test determines the apparent relative density and not the bulk relative density. X2. INTERRELATIONSHIPS BETWEEN RELATIVE DENSITIES (SPECIFIC GRAVITIES) AND ABSORPTION AS DEFINED IN TEST METHODS C127 AND C128 X2.1 This appendix gives mathematical interrelationships among the three types of relative densities (specific gravities) and absorption. These may be useful in checking the consistency of reported data or calculating a value that was not reported by using other reported data. Ss 5 1 A 1 2 Sd 100 orS a 5 Sd 5 12 1 1 1A/100 S s X2.2 Where: Sd = relative density (specific gravity) (OD), Ss = relative density (specific gravity) (SSD), Sa = apparent relative density (apparent specific gravity), and A = absorption, in %. Ss 5 ~ 1 1A/100 ! S d  (X2.1) A 100 (X2.3) A 1 A 2 (X2.2) Ss 5 5 A 5 5 S Calculate the values of each as follows: ASd 100 S 100 Ss S d Sa ~ S 2 1 ! s 21 2 Sa ~Ss D Ss 2 1! 100 ( X 2.4 ) D ( X 2.5 ) 100