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 1Quicklime 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 test procedures appear in the following order:
1.3 The values stated in SI units are to be regarded as the standard.
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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Historical
Publication Date
31-May-2006
Technical Committee
Drafting Committee
Current Stage
Ref Project

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ASTM C110-06 - 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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 – 06
Standard Test Methods for
Physical Testing of Quicklime, Hydrated Lime, and
1
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
3
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/C 28M Specification for Gypsum Plasters
2
ASTM standards. C50 Practice for Sampling, Sample Preparation, Packag-
ing, and Marking of Lime and Limestone Products
NOTE 1—Quicklimeandhydratedlimehaveahighaffinityformoisture
C51 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 PracticeC50).
C91 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 8 Specimens)
Apparent Loose Density of Hydrated Lime, Pulverized
C117 Test Method for Materials Finer than 75-µm (No.
Quicklime, and Limestone 19
200) Sieve in Mineral Aggregates by Washing
Apparent Packed Density of Hydrated Lime, Pulverized
Quicklime, and Limestone 20 C 136 Test Method for Sieve Analysis of Fine and Coarse
Autoclave Expansion of Hydrated Lime 9
Aggregates
Dry Brightness of Pulverized Limestone 12
C 150 Specification for Portland Cement
Dry Screening by Air Jet Sieve 18
Fineness of Pulverized Quicklime and Hydrated Lime by Air C 185 Test Method for Air Content of Hydraulic Cement
Permeability 16
Mortar
Limestone Grindability 13
C 188 Test Method for Density of Hydraulic Cement
Particle Size of Pulverized Limestone 17
Plasticity of Lime Putty 6 C 192/C 192M Practice for Making and Curing Concrete
Popping and Pitting of Hydrated Lime 10
Test Specimens in the Laboratory
Residue and Sieve Analysis 15
C 204 Test Methods for Fineness of Hydraulic Cement by
Settling Rate of Hydrated Lime 14
Slaking Rate of Quicklime 11 Air-Permeability Apparatus
Specific Gravity of Hydrated Lime Products 21
C 207 Specification for Hydrated Lime for Masonry Pur-
Standard Consistency of Lime Putty 5
poses
Water Retention of Hydrated Lime 7
Wet Sieve Analysis of Agricultural Liming Materials 22
C 230/C 230M SpecificationforFlowTableforUseinTests
of Hydraulic Cement
1.3 The values stated in SI units are to be regarded as the
C 231 Test Method for Air Content of Freshly Mixed
standard.
Concrete by the Pressure Method
1.4 This standard does not purport to address all of the
C 305 PracticeforMechanicalMixingofHydraulicCement
safety concerns, if any, associated with its use. It is the
Pastes and Mortars of Plastic Consistency
responsibility of the user of this standard to establish appro-
C 430 Test Method for Fineness of Hydraulic Cement by
priate safety and health practices and determine the applica-
the 45-µm (No. 325) Sieve
bility of regulatory limitations prior to use.
C 472 Test Methods for Physical Testing of Gypsum, Gyp-
sum Plasters and Gypsum Concrete
1
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.
CurrenteditionapprovedJune1,2006.PublishedJuly2006.Originallyapproved
3
in 1934. Last previous edition approved in 2005 as C 110–05a. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
2
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.
*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.
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C110–06
C 595 Specification for Blended Hydraulic Cements
C 670 Practice for Preparing Precision and Bias Statements
for Test Methods for Construction Materials
C 702 Practice for Reducing Samples of Aggregate to
Testing Size
C 778 Specification for Standard Sand
C 1005 Specification for Reference Masses and Devices for
Determining Mass and Volume for Use in the Physical
Testing of Hydraulic Cements
C 1107
...

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