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ASTM C136-06

(Test Method)

Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

SIGNIFICANCE AND USE
This test method is used primarily to determine the grading of materials proposed for use as aggregates or being used as aggregates. The results are used to determine compliance of the particle size distribution with applicable specification requirements and to provide necessary data for control of the production of various aggregate products and mixtures containing aggregates. The data may also be useful in developing relationships concerning porosity and packing.
Accurate determination of material finer than the 75-μm (No. 200) sieve cannot be achieved by use of this test method alone. Test Method C 117 for material finer than 75-μm sieve by washing should be employed.
Refer to methods of sampling and testing in Specification C 637 for heavyweight aggregates.
SCOPE
1.1 This test method covers the determination of the particle size distribution of fine and coarse aggregates by sieving.
1.2 Some specifications for aggregates which reference this test method contain grading requirements including both coarse and fine fractions. Instructions are included for sieve analysis of such aggregates.
1.3 The values stated in SI units are to be regarded as the standard. The values in parentheses are provided for information purposes only. Specification E 11 designates the size of sieve frames with inch units as standard, but in this test method the frame size is designated in SI units exactly equivalent to the inch units.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
14-Feb-2006
ICS
91.100.30 - Concrete and concrete products
Technical Committee
C09 - Concrete and Concrete Aggregates
Drafting Committee
C09.20 - Aggregates
Current Stage
Ref Project

Relations

Replaces
ASTM C136-05 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Effective Date
15-Feb-2006
Referred By
ASTM C897-15(2020) - Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters
Effective Date
15-Feb-2006
Referred By
ASTM F2223-19a - Standard Guide for ASTM Standards on Playground Surfacing
Effective Date
15-Feb-2006
Referred By
ASTM D6928-17 - Standard Test Method for Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus
Effective Date
15-Feb-2006
Referred By
ASTM D1074-17 - Standard Test Method for Compressive Strength of Asphalt Mixtures
Effective Date
15-Feb-2006
Referred By
ASTM D8012-18 - Standard Practice for Reclamation of Scrap and Waste Asphalt Shingles to Produce Reclaimed Asphalt Shingles (RAS) for Use in Transportation Applications
Effective Date
15-Feb-2006
Referred By
ASTM F3012-22 - Standard Specification for Loose-Fill Rubber for Use as a Playground Safety Surface under and around Playground Equipment
Effective Date
15-Feb-2006
Referred By
ASTM D7521-22 - Standard Test Method for Determination of Asbestos in Soil
Effective Date
15-Feb-2006
Referred By
ASTM D7382-20 - Standard Test Methods for Determination of Maximum Dry Unit Weight of Granular Soils Using a Vibrating Hammer
Effective Date
15-Feb-2006
Referred By
ASTM C110-20 - Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone
Effective Date
15-Feb-2006
Referred By
ASTM D4223/D4223M-20 - Standard Practices for Preparation of Test Specimens of Asphalt-Stabilized Soils
Effective Date
15-Feb-2006
Referred By
ASTM D6913/D6913M-17 - Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis
Effective Date
15-Feb-2006
Referred By
ASTM D1556/D1556M-15e1 - Standard Test Method for Density and Unit Weight of Soil in Place by Sand-Cone Method
Effective Date
15-Feb-2006
Referred By
ASTM D1241-15 - Standard Specification for Materials for Soil-Aggregate Subbase, Base, and Surface Courses
Effective Date
15-Feb-2006
Referred By
ASTM D5821-13(2017) - Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate
Effective Date
15-Feb-2006

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ASTM C136-06 - Standard Test Method for Sieve Analysis of Fine and Coarse AggregatesASTM C136-06 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
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ASTM C136-06 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C136 − 06
StandardTest Method for
1
Sieve Analysis of Fine and Coarse Aggregates
This standard is issued under the fixed designation C136; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope* E11Specification forWovenWireTest Sieve Cloth andTest
Sieves
1.1 Thistestmethodcoversthedeterminationoftheparticle
2.2 AASHTO Standard:
size distribution of fine and coarse aggregates by sieving.
AASHTO No. T27Sieve Analysis of Fine and Coarse
1.2 Some specifications for aggregates which reference this
3
Aggregates
test method contain grading requirements including both
coarse and fine fractions. Instructions are included for sieve
3. Terminology
analysis of such aggregates.
3.1 Definitions—For definitions of terms used in this
1.3 The values stated in SI units are to be regarded as the
standard, refer to Terminology C125.
standard. The values in parentheses are provided for informa-
tion purposes only. Specification E11 designates the size of
4. Summary of Test Method
sieveframeswithinchunitsasstandard,butinthistestmethod
4.1 A sample of dry aggregate of known mass is separated
theframesizeisdesignatedinSIunitsexactlyequivalenttothe
throughaseriesofsievesofprogressivelysmalleropeningsfor
inch units.
determination of particle size distribution.
1.4 This standard does not purport to address all of the
5. Significance and Use
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
5.1 This test method is used primarily to determine the
priate safety and health practices and determine the applica-
grading of materials proposed for use as aggregates or being
bility of regulatory limitations prior to use.
used as aggregates. The results are used to determine compli-
ance of the particle size distribution with applicable specifica-
2. Referenced Documents
tion requirements and to provide necessary data for control of
2
2.1 ASTM Standards:
the production of various aggregate products and mixtures
C117Test Method for Materials Finer than 75-µm (No. 200)
containing aggregates. The data may also be useful in devel-
Sieve in Mineral Aggregates by Washing
oping relationships concerning porosity and packing.
C125Terminology Relating to Concrete and Concrete Ag-
5.2 Accurate determination of material finer than the 75-µm
gregates
(No. 200) sieve cannot be achieved by use of this test method
C637Specification for Aggregates for Radiation-Shielding
alone.TestMethodC117formaterialfinerthan75-µmsieveby
Concrete
washing should be employed.
C670Practice for Preparing Precision and Bias Statements
5.3 Refer to methods of sampling and testing in Specifica-
for Test Methods for Construction Materials
tion C637 for heavyweight aggregates.
C702PracticeforReducingSamplesofAggregatetoTesting
Size
6. Apparatus
D75Practice for Sampling Aggregates
6.1 Balances—Balances or scales used in testing fine and
coarse aggregate shall have readability and accuracy as fol-
1
This test method is under the jurisdiction of ASTM Committee C09 on
lows:
Concrete and ConcreteAggregatesand is the direct responsibility of Subcommittee
C09.20 on Normal Weight Aggregates. 6.1.1 For fine aggregate, readable to 0.1 g and accurate to
Current edition approved Feb. 15, 2006. Published March 2006. Originally
0.1 g or 0.1% of the test load, whichever is greater, at any
approved in 1938. Last previous edition approved in 2005 as C136–05. DOI:
point within the range of use.
10.1520/C0136-06.
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
3
Standards volume information, refer to the standard’s Document Summary page on Available from American Association of State Highway and Transportation
the ASTM website. Officials, 444 North Capitol St. N.W., Suite 225, Washington, DC 20001.
*A Summary of Changes section appears at the end of this standard
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
C136 − 06
6.1.2 For coarse aggregate, or mixtures of fine and coarse
100 (4) 150 (330)
125 (5) 300 (660)
aggregate, readable and accurate to 0.5 g or 0.1% of the test
load,whicheverisgreater,atanypointwithintherangeofuse.
7.5 Coarse and Fine Aggregate Mixtures—The size of the
test sample of coarse and fine aggregate mixtures shall be the
6.2 Sieves—The sieve cloth shall be mounted on substantial
same as for co
...

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1.1 This test method covers the approximate determination of clay lumps and friable particles in aggregates.  
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4.1 This practice provides for using an unbonded capping system in testing hardened concrete cylinders made in accordance with Practices C31/C31M or C192/C192M, or cores obtained in accordance with Test Method C42/C42M in lieu of the capping systems described in Practice C617/C617M.  
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ABSTRACT
This test method covers the determination of strength of cylindrical concrete specimens that have been molded in place using special molds attached to formwork. A concrete cylinder mold assembly consisting of a mold and a tubular support member is fastened within the concrete formwork prior to placement of the concrete. The elevation of the mold upper edge is adjusted to correspond to the plane of the finished slab surface. The mold support prevents direct contact of the slab concrete with the outside of the mold and permits its easy removal from the hardened concrete. Strength of cast-in-place cylinders may be used for various purposes, such as estimating the load-bearing capacity of slabs, determining the time of form and shore removal, and determining the effectiveness of curing and protection. Consolidation of concrete in the mold may be varied to simulate the conditions of placement. Internal vibration of concrete in the mold is prohibited except under special circumstances.
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3.1 This practice describes procedures for providing plane surfaces on the ends of freshly molded concrete cylinders, hardened cylinders, or drilled concrete cores when the end surfaces do not conform with the planeness and perpendicularity requirements of applicable standards. Practice C1231/C1231M describes alternative procedures using unbonded caps or pad caps.
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1.1 This practice covers apparatus, materials, and procedures for capping freshly molded concrete cylinders with neat cement and hardened cylinders and drilled concrete cores with high-strength gypsum paste or sulfur mortar.  
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ASTM C1621/C1621M-17(2023)(Test Method)
Standard Test Method for Passing Ability of Self-Consolidating Concrete by J-Ring

SIGNIFICANCE AND USE
5.1 This test method provides a procedure to determine the passing ability of self-consolidating concrete. This test method is applicable for laboratory use in comparing the passing ability of different concrete mixtures. It is also applicable in the field as a quality control test.  
5.2 The difference between the slump flow and J-Ring flow is an indication of the passing ability of the concrete. A difference less than 25 mm [1 in.] indicates good passing ability and a difference greater than 50 mm [2 in.] indicates poor passing ability. The orientation of the mold for the J-Ring test and for the slump flow test without the J-Ring shall be the same.  
5.3 This test method is limited to self-consolidating concrete with nominal maximum size of aggregate of up to 25 mm [1 in.].
SCOPE
1.1 This test method covers determination of the passing ability of self-consolidating concrete (SCC) by using the J-Ring in combination with a mold.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
1.3 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
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ASTM C173/C173M-23(Test Method)
Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

SIGNIFICANCE AND USE
4.1 This test method covers the determination of the air content of freshly mixed concrete. It measures the air contained in the mortar fraction of the concrete, but is not affected by air that may be present inside porous aggregate particles.  
4.1.1 Therefore, this is the appropriate test to determine the air content of concretes containing lightweight aggregates, air-cooled slag, and highly porous or vesicular natural aggregates.  
4.2 This test method requires the addition of sufficient isopropyl alcohol, when the meter is initially being filled with water, so that after the first or subsequent rollings little or no foam collects in the neck of the top section of the meter. If more foam is present than that equivalent to 2 % air above the water level, the test is declared invalid and must be repeated using a larger quantity of alcohol. Addition of alcohol to dispel foam any time after the initial filling of the meter to the zero mark is not permitted.  
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SCOPE
1.1 This test method covers determination of the air content of freshly mixed concrete containing any type of aggregate, whether it be dense, cellular, or lightweight.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The inch-pound units are shown in brackets. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.  
1.3 The text of this standard references notes and footnotes that provide explanatory information. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use. (Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

  • Standard
    9 pages
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  • Standard
    9 pages
    English language
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ASTM
ASTM C138/C138M-23(Test Method)
Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete

ABSTRACT
This test method covers determination of the density of freshly mixed concrete and gives formulas for calculating the unit weight, yield or relative yield, cement content, and air content of the concrete. Yield is defined as the volume of concrete produced from a mixture of known quantities of the component materials. The test method shall use the following apparatuses: balance or scale; tamping rod, which is a round straight steel rod having the tamping end rounded to a hemispherical tip; internal vibrator which may have rigid of flexible shafts, preferably powered by electric motors; measure, which is a cylindrical container made of steel or other suitable metal specified herein; strike-off plate; mallet; and scoop of a size large enough so each amount of concrete obtained from the sampling receptacle is representative and small enough so it is not spilled during placement in the measure.
SCOPE
1.1 This test method covers determination of the density (see Note 1) of freshly mixed concrete and gives formulas for calculating the yield, cement content, and air content of the concrete. Yield is defined as the volume of concrete produced from a mixture of known quantities of the component materials.  
1.2 The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
Note 1: Unit weight was the previous terminology used to describe the property determined by this test method, which is mass per unit volume.  
1.3 The text of this test method refers to notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.(Warning—Fresh hydraulic cementitious mixtures are caustic and may cause chemical burns to skin and tissue upon prolonged exposure.2)  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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    6 pages
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  • Standard
    6 pages
    English language
    sale 15% off