Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

SCOPE
1.1 These test methods cover physical testing of quicklime and hydrated lime, and of limestone not otherwise covered in ASTM standards.
Note 1—Quicklime and hydrated lime have a high affinity for moisture and carbon dioxide. Caution should be taken to protect both hydrated and quicklime during sampling, storage, and testing (see Practice C 50).
1.2 The values stated in SI units are to be regarded as the standard.
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.

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Status
Historical
Publication Date
31-May-2004
Technical Committee
Drafting Committee
Current Stage
Ref Project

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ASTM C110-04 - Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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: C 110 – 04
Standard Test Methods for
Physical Testing of Quicklime, Hydrated Lime, and
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Limestone
This standard is issued under the fixed designation C 110; 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 2. Referenced Documents
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1.1 These test methods cover physical testing of quicklime 2.1 ASTM Standards:
and hydrated lime, and of limestone not otherwise covered in C 28 Specification for Gypsum Plasters
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ASTM standards. C 50 Practice for Sampling, Inspection, Packaging, and
Marking of Lime and Limestone Products
NOTE 1—Quicklimeandhydratedlimehaveahighaffinityformoisture
C 51 Terminology Relating to Lime and Limestone (as used
and carbon dioxide. Caution should be taken to protect both hydrated and
by the Industry)
quicklime during sampling, storage, and testing (see Practice C 50).
C 91 Specification for Masonry Cement
1.2 The test procedures appear in the following order:
C 109/C 109M Test Method for Compressive Strength of
Section
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
Air Entrainment 13 Specimens)
Apparent Loose Density of Hydrated Lime, Pulverized
C 117 TestMethodforMaterialFinerthan75–µm(No.200)
Quicklime, and Limestone 16
Sieve in Mineral Aggregates by Washing
Apparent Packed Density of Hydrated Lime, Pulverized
Quicklime, and Limestone 17 C 136 Test Method for Sieve Anlaysis of Fine and Coarse
Autoclave Expansion of Hydrated Lime 8
Aggregates
Dry Brightness of Pulverized Limestone 15
C 150 Specification for Portland Cement
Dry Screening by Air Jet Sieve 19
Fineness of Pulverized Quicklime and Hydrated Lime by Air C 185 Test Method for Air Content of Hydraulic Cement
Permeability 18
Mortar
Limestone Grindability 20
C 188 Test Method for Density of Hydraulic Cement
Particle Size of Pulverized Limestone 14
Plasticity of Lime Putty 7 C 204 Test Method for Fineness of Hydraulic Cement by
Popping and Pitting of Hydrated Lime 9
Air Permeability Apparatus
Residue and Sieve Analysis 5
C 207 Specification for Hydrated Lime for Masonry Pur-
Settling Rate of Hydrated Lime 11
Slaking Rate of Quicklime 12 poses
Specific Gravity of Hydrated Lime Products 21
C 230 Specification for Flow Table for Use in Tests of
Standard Consistency of Lime Putty 6
Hydraulic Cement
Water Retention of Hydrated Lime 10
Wet Sieve Analysis of Agricultural Liming Materials 22
C 305 PracticeforMechanicalMixingofHydraulicCement
Pastes and Mortars of Plastic Consistency
1.3 The values stated in SI units are to be regarded as the
C 430 Test Method for Fineness of Hydraulic Cement by
standard.
the 45-µm (No. 325) Sieve
1.4 This standard does not purport to address all of the
C 472 Test Methods for Physical Testing of Gypsum, Gyp-
safety concerns, if any, associated with its use. It is the
sum Plasters and Gypsum Concrete
responsibility of the user of this standard to establish appro-
C 670 Practice for Preparing Precision and Bias Statements
priate safety and health practices and determine the applica-
for Test Methods for Construction Materials
bility of regulatory limitations prior to use.
C 702 Practice for Reducing Field Samples ofAggregate to
Testing Size
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These test methods are under the jurisdiction of ASTM Committee C07 on
Lime and are the direct responsibility of Subcommittee C07.06 on Physical Tests.
CurrenteditionapprovedJune1,2004.PublishedJuly2004.Originallyapproved
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in 1934. Last previous edition approved in 2003 as C 110–03. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
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For tests on limestone as aggregate, seeVol 04.02 of the Annual Book of ASTM contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards. For tests on limestone as building stone, see Vol 04.05 of the Annual Standards volume information, refer to the standard’s Document Summary page on
Book of ASTM Standards. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
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C110–04
C 778 Specification for Standard Sand 5.2.5 Attachapressuregagetothewaterfaucetandarubber
C 1005 Specification for Reference Masses and Devices for tubing to the output side of the pressure gage. On the other end
Determining Mass and Volume for Use in the Physical of the rubber tubing attach the spray nozzle (see 5.2.3).
Testing of Hydraulic Cements
5.3 Residue of Quicklime:
D 75 Practice for Sampling Aggregates
5.3.1 Select a representative 2.5-kg (5-lb) sample of the
E 11 Specifi
...

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