ASTM C183-02

Standard Practice for Sampling and the Amount of Testing of Hydraulic Cement

SCOPE
1.1 This practice covers procedures for sampling and for the amount of testing of hydraulic cement after it has been manufactured and is ready to be offered for sale.
1.2 The values stated in SI units are to be regarded as the standard. The inch-pound units in parentheses are for information purposes only.
1.2.1 A ton as used in this practice is 907 kg (2000 lb).
1.2.2 Values in SI units shall be obtained by measurement in SI units or by appropriate conversion, using the Rules for Conversion and Rounding given in Standard IEEE/ASTM SI 10, of measurement made in other units.
1.3 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: 09-Dec-2002
• ICS: 91.100.10 - Cement. Gypsum. Lime. Mortar
• Technical Committee: C01 - Cement
• Drafting Committee: C01.95 - Coordination of Standards

Relations

• Replaces: ASTM C183-97 - Standard Practice for Sampling and the Amount of Testing of Hydraulic Cement
• Effective Date: 10-Dec-2002
• Referred By: ASTM D3665-12(2017) - Standard Practice for Random Sampling of Construction Materials
• Effective Date: 10-Dec-2002
• Referred By: ASTM D2687-95(2016) - Standard Practices for Sampling Particulate Ion-Exchange Materials
• Effective Date: 10-Dec-2002
• Referred By: ASTM C260/C260M-10a(2016) - Standard Specification for Air-Entraining Admixtures for Concrete
• Effective Date: 10-Dec-2002
• Referred By: ASTM F7-95(2021) - Standard Specification for Aluminum Oxide Powder (Withdrawn 2023)
• Effective Date: 10-Dec-2002

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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:C183–02
Standard Practice for
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Sampling and the Amount of Testing of Hydraulic Cement
This standard is issued under the fixed designation C 183; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope C 185 Test Method for Air Content of Hydraulic Cement
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Mortar
1.1 This practice covers procedures for sampling and for the
C 186 Test Method for Heat of Hydration of Hydraulic
amount of testing of hydraulic cement after it has been
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Cement
manufactured and is ready to be offered for sale.
C 191 Test Method for Time of Setting of Hydraulic Ce-
1.2 The values stated in SI units are to be regarded as the
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ment by Vicat Needle
standard. The inch-pound units in parentheses are for informa-
C 204 Test Method for Fineness of Hydraulic Cement by
tion purposes only.
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Air-Permeability Apparatus
1.2.1 A ton as used in this practice is 907 kg (2000 lb).
C 227 Test Method for Potential Alkali Reactivity of
1.2.2 ValuesinSIunitsshallbeobtainedbymeasurementin
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Cement-Aggregate Combinations (Mortar-Bar Method)
SI units or by appropriate conversion, using the Rules for
C 265 Test Method for Water-Extractable Sulfate in Hy-
Conversion and Rounding given in Standard IEEE/ASTM SI
2
drated Hydraulic Cement Mortar
10, of measurement made in other units.
C 266 Test Method for Time of Setting of Hydraulic-
1.3 This standard does not purport to address all of the
2
Cement Paste by Gillmore Needles
safety concerns, if any, associated with its use. It is the
C 451 Test Method for Early Stiffening of Hydraulic Ce-
responsibility of the user of this standard to establish appro-
2
ment (Paste Method)
priate safety and health practices and determine the applica-
C 452 Test Method for Potential Expansion of Portland-
bility of regulatory limitations prior to use.
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Cement Mortars Exposed to Sulfate
2. Referenced Documents
C 563 Test Method for Optimum S0 in Hydraulic Cement
3
2
Using 24-h Compressive Strength
2.1 ASTM Standards:
2
2
C 595 Specification for Blended Hydraulic Cements
C 91 Specification for Masonry Cement
2
C 845 Specification for Expansive Hydraulic Cement
C 109/C 109M Test Method for Compressive Strength of
C 1012 Test Method for Length Change of Hydraulic-
Hydraulic Cement Mortars (Using 2-in. or 50-mm Cube
2
2
Cement Mortars Exposed to a Sulfate Solution
Specimens)
2
C 1157 Performance Specification for Hydraulic Cement
C 114 Test Methods for Chemical Analysis of Hydraulic
2
2
C 1328 Specification for Plastic (Stucco) Cement
Cement
2
C 1329 Specification for Mortar Cement
C 115 Test Method for Fineness of Portland Cement by the
2
E 11 Specification for Wire-Cloth and Sieves for Testing
Turbidimeter
4
2
Purposes
C 150 Specification for Portland Cement
IEEE/ASTM SI 10 Standard for Use of the International
C 151 Test Method for Autoclave Expansion of Portland
5
2
System of Units (SI): The Modern Metric System
Cement
2.2 ACI Standard:
C 157/C 157M Test Method for Length Change of Hard-
3
225.1R Guide to the Selection and Use of Hydraulic Ce-
ened Hydraulic-Cement Mortar and Concrete
6
ments
3. Terminology
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This practice is under the jurisdiction of ASTM Committee C01 on Cement,
and is the direct responsibility of Subcommittee C01.95 on Coordination of
3.1 Definitions of Terms Specific to This Standard:
Standards.
Current edition approved Dec. 10, 2002. Published January 2003. Originally
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approved in 1944. Last previous edition approved in 1997 as C 183 – 97. Annual Book of ASTM Standards, Vol 14.02.
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Annual Book of ASTM Standards, Vol 04.01. Annual Book of ASTM Standards, Vol 14.04.
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Annual Book of ASTM Standards, Vol 04.02. Detailed requirements for this sieve are given in Specification E 11.
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C183–02
3.1.1 lot (of cement)—specific quantity of cement offered 5.2 All samples, whether grab or composite, shall have a
for inspection at any one time. A lot may be one or more mass of at least 5 kg (10 lb).
storage bins filled consecutively.Alot may also be the contents 5.3 The purchaser may designate a representative to super-
of one or more transport units representing cement drawn from vise the sampling, packing, and shipping of samples when it is
the same storage bin. so specified in the purchase contract.
3.1.2 reduced testing rate—test program that provides for 5.4 Package the samples in moisture-proof, airtight contain-
the testing of only two samples
...