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ASTM C206-84(1997)

(Specification)

Standard Specification for Finishing Hydrated Lime

Standard Specification for Finishing Hydrated Lime

SCOPE
1.1 This specification covers two types of finishing hydrated lime that are suitable for use in the scratch, brown, and finish coats of plaster, for stucco, for mortar, and as an addition to portland-cement concrete. The two types of lime sold under this specification shall be designated as follows:
1.1.1 Type N- Normal hydrated lime for finishing purposes, and  
1.1.2 Type S- Special hydrated lime for finishing purposes.  Note-Type N, normal finishing hydrated lime, is differentiated from Type S, special finishing hydrated lime, in that no limitation on the amount of unhydrated oxides is specified for Type N hydrate, and the plasticity requirement for Type N hydrate shall be determined after soaking for 16 to 24 h.

General Information

Status
Historical
Publication Date
09-Nov-1997
ICS
91.100.10 - Cement. Gypsum. Lime. Mortar
Technical Committee
C07 - Lime and Limestone
Drafting Committee
C07.02 - Specifications and Guidelines
Current Stage
Ref Project

Relations

Replaced By
ASTM C206-03 - Standard Specification for Finishing Hydrated Lime
Effective Date
10-May-2003
Referred By
ASTM C926-23 - Standard Specification for Application of Portland Cement-Based Plaster
Effective Date
10-Nov-1997
Referred By
ASTM E1266-20 - Standard Practice for Processing Mixtures of Lime, Fly Ash, and Heavy Metal Wastes in Structural Fills and Other Construction Applications
Effective Date
10-Nov-1997
Referred By
ASTM C1489-15(2022) - Standard Specification for Lime Putty for Structural Purposes
Effective Date
10-Nov-1997
Referred By
ASTM C842-05(2021) - Standard Specification for Application of Interior Gypsum Plaster
Effective Date
10-Nov-1997
Referred By
ASTM C207-18 - Standard Specification for Hydrated Lime for Masonry Purposes
Effective Date
10-Nov-1997

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ASTM C206-84(1997) - Standard Specification for Finishing Hydrated LimeASTM C206-84(1997) - Standard Specification for Finishing Hydrated Lime
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ASTM C206-84(1997) - Standard Specification for Finishing Hydrated Lime
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NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 206 – 84 (Reapproved 1997)
Standard Specification for
1
Finishing Hydrated Lime
This standard is issued under the fixed designation C 206; 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
Type N Type S
Calcium and magnesium oxides (nonvolatile basis), 95 95
1.1 This specification covers two types of finishing hydrated
min, %
lime that are suitable for use in the scratch, brown, and finish
Carbon dioxide (as-received basis), max, %
If sample is taken at the place of manufacture 5 5
coats of plaster, for stucco, for mortar, and as an addition to
If sample is taken at any other place 7 7
portland-cement concrete. The two types of lime sold under
Unhydrated oxides (as-received basis), max, % . 8
this specification shall be designated as follows:
5. Residue
1.1.1 Type N—Normal hydrated lime for finishing purposes,
and
5.1 The percentage residue of finishing hydrated lime shall
1.1.2 Type S—Special hydrated lime for finishing purposes.
conform to the following requirements:
Residue retained on No. 30 (600-μm) sieve, max, % 0.5
NOTE 1—Type N, normal finishing hydrated lime, is differentiated from
Residue retained on No. 200 (75-μm) sieve, max, % 15
Type S, special finishing hydrated lime, in that no limitation on the amount
of unhydrated oxides is specified for Type N hydrate, and the plasticity
6. Popping and Pitting
requirement for Type N hydrate shall be determined after soaking for 16
6.1 Finishing hydrated lime shall show no pops or pits when
to 24 h.
tested in accordance with the method prescribed in 10.1.2.
2. Referenced Documents
7. Plasticity
2.1 ASTM Standards:
7.1 The putty made from Type N, normal finishing hydrated
C 25 Test Methods for Chemical Analysis of Limestone,
2
lime, shall have a plasticity figure of not less than 200 when
Quicklime, and Hydrated Lime
soaked for a period of not less than 16 h nor more than 24 h.
C 50 Methods of Sampling, Inspection, Packing, and Mark-
2
7.2 The putty made from Type S, special finishing hydrated
ing of Lime and Limestone Products
lime, shall have a plasticity figure of not less than 200 when
C 51 Terminology Relating to Lime and Limestone (As
2
tested commencing within 30 min after mixing with water.
Used by the Industry)
C 110 Test Methods for Physical Testing of Quicklime,
8. Application of Interior Gypsum Plaster
2
Hydrated Lime, and Limestone
8.1 For recommended application procedures refer to Speci-
C 842 Specification for Application of Interior Gypsum
2
fica
...

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ASTM C51-23(Terminology)
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1.1 This terminology refers to the terms relating to lime and limestone products as used by the industry.  
1.2 Where appropriate, the various terms defined below should be prefixed with one or other of the adjectives “high-calcium,” “magnesian,” or “dolomitic.” (Examples: dolomitic quicklime; high-calcium hydraulic hydrated lime; magnesian or dolomitic limestone.)  
1.3 The composition of a limestone should be given in terms of a percentage of the carbonates present. In limestone of interest to the lime industry, it is usually assumed that the material consists almost entirely of carbonates. Where this assumption is not valid, the percentage of noncarbonate material should be determined, and the composition expressed in terms of the carbonate material present.  
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This specification covers all types of commercial hydrated lime such as: high-calcium, magnesium, or dolomitic-hydrated lime. This lime is used with pozzolans. The lime shall conform to the required physical and chemical limits: chemical factor, blaine fineness, and pozzolanic receptivity index. The following test methods shall be done: determination of calcium oxide, magnesium oxide, and carbon dioxide; calculation of chemical factor; blaine fineness; pozzolanic receptivity index; lime-pozzolan strength; and lime-pozzolan-aggregate strength and freeze-thaw resistance.
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1.1 This specification covers all types of commercial hydrated lime such as: high-calcium, magnesian, or dolomitic-hydrated lime. By-product limes and slaked quick limes in dry, wet, or slurried form are also included.  
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SIGNIFICANCE AND USE
4.1 This practice is designed to present in a standardized format information on the variability of limestone or lime from a single source over a period of time. It can be applied to all materials covered in Test Methods C25, C110, C1271, and C1301, and Specification C141.
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1.1 This practice is intended for use in instances where the purchaser desires information on the uniformity of limestone or lime produced at a single source. It is intended that this test method normally be used for the predominant material manufactured at a plant. Guidelines for sampling, testing and presentation of results (Table 1) are given.  
1.2 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.  
1.3 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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This specification covers hydraulic hydrated lime for structural purposes. Hydraulic hydrated lime may be used in the scratch or brown coat of plaster, stucco, mortar, or in Portland-cement concrete either as blend, amendment, or admixture. The hydraulic hydrated lime shall conform to the chemical composition requirements for calcium oxide, magnesium oxide, silica, iron oxide, aluminum oxide, and carbon dioxide. The sample shall be subjected to the following test methods: chemical analysis; fineness; normal consistency; time of setting; autoclave expansion; and compressive strength.
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1.4 The following precautionary caveat pertains only to the test method portion, Section 11 of this specification: 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.  
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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ASTM C206-14(2022)(Specification)
Standard Specification for Finishing Hydrated Lime

ABSTRACT
This specification covers two types of finishing hydrated lime that are suitable for use in the scratch, brown, and finish coats of plaster, for stucco, for mortar, and as an addition to Portland-cement concrete. The two types of lime are Type N and Type S. Finishing hydrated lime shall show no pops or pits. Chemical composition shall conform to the required contents of calcium and magnesium oxides, carbon dioxide, and unhydrated oxides. The plasticity figure for the lime is specified. The following test methods shall be performed: chemical analysis and physical tests.
SCOPE
1.1 This specification covers two types of finishing hydrated lime that are suitable for use in the scratch, brown, and finish coats of plaster, for stucco, for mortar, and as an addition to portland-cement concrete. The two types of lime sold under this specification shall be designated as follows:  
1.1.1 Type N—Normal hydrated lime for finishing purposes, and  
1.1.2 Type S—Special hydrated lime for finishing purposes.  
Note 1: Type N, normal finishing hydrated lime, is differentiated from Type S, special finishing hydrated lime, in that no limitation on the amount of unhydrated oxides is specified for Type N hydrate, and the plasticity requirement for Type N hydrate shall be determined after soaking for 16 to 24 h.
Note 2: For lime putty, refer to Specification C1489.  
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1.3 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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ASTM C110-20(Test Method)
Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

ABSTRACT
These test methods cover physical testing of quicklime, hydrated lime, and limestone. Plastic property testing shall include test methods for standard consistency and plasticity of lime putty, water retention of hydrated lime, and air entrainment. Soundness testing shall include test methods for autoclave expansion, and popping and pitting of hydrated lime. Application testing shall include test methods for slaking rate of quicklime, dry brightness of pulverized limestone, limestone grindability determination by the laboratory ball mill method, and settling rate of hydrated lime. Particle size analysis shall include test methods for residue and sieve analysis, fineness of pulverized quicklime and hydrated lime by air permeability, particle size of pulverized limestone, and dry screening of hydrated lime, pulverized quicklime, and limestone by air jet sieving. Density measurement shall include the following test methods: apparent loose density, and apparent packed density of hydrated lime, pulverized quicklime, and limestone; specific gravity of hydrated lime products; and wet sieve analysis of agricultural liming materials.
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1.1 These test methods cover physical testing of quicklime and hydrated lime, and of limestone not otherwise covered in ASTM standards.2  
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 C50).  
1.2 The test methods appear in the following order:    
Plastic Property Testing  
Standard Consistency of Lime Putty  
5  
Plasticity of Lime Putty  
6  
Water Retention of Hydrated Lime  
7  
Air Entrainment  
8  
Soundness Testing  
Autoclave Expansion of Hydrated and Hydraulic Lime  
9  
Popping and Pitting of Hydrated Lime  
10  
Application Testing  
Slaking Rate of Quicklime  
11  
Dry Brightness of Pulverized Limestone  
12  
Limestone Grindability Determination by the Laboratory Ball Mill
Method  
13  
Settling Rate of Hydrated Lime  
14  
Particle Size Analysis  
Residue and Sieve Analysis  
15  
Sieve Analysis of Dry Limestone, Quicklime, and Hydrated Lime  
16  
Fineness of Pulverized Quicklime and Hydrated Lime by Air
Permeability  
17  
Particle Size of Pulverized Limestone  
18  
Dry Screening of Hydrated Lime, Pulverized Quicklime, and
Limestone by Air Jet Sieving  
19  
Wet Sieve Analysis of Agricultural Liming Materials  
20  
Density Measurement  
Apparent Loose Density of Hydrated Lime, Pulverized Quicklime,
and Limestone  
21  
Apparent Packed Density of Hydrated Lime, Pulverized Quicklime,
and Limestone  
22  
Relative Density (Specific Gravity) of Hydrated Lime Products  
23  
1.3 The values stated in SI units are to be regarded as standard. The values given in brackets are mathematical conversions to inch-pound units that are provided for information only and are not considered 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.  
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ASTM C400-19(Test Method)
Standard Test Methods for Quicklime and Hydrated Lime for Neutralization of Waste Acid

SIGNIFICANCE AND USE
4.1 Since all limes and waste acid solutions are different, this test method evaluates the relative quantity of a given lime needed for the neutralization of a specific quantity of acid.  
4.2 Liming materials have a specific basicity factor or measure of alkalinity which can be used for comparing their relative neutralizing power. It avoids dependence on chemical analysis and is determined as grams of calcium oxide equivalents per kilogram of liming material.  
4.3 Likewise, specific waste acids have an acid value that can be expressed as grams of hydrochloric acid equivalent per litre of acid waste. This value is related on a stoichiometric basis to lime neutralization requirements of a liquid acid waste.
SCOPE
1.1 This test method covers the testing of quicklime and hydrated lime for use in the treatment of waste acid solutions and includes the characterization of the liming material and of the acid waste.  
Note 1: When agreed upon by the manufacturer and the purchaser, this method may be used directly to evaluate the lime requirement for a plant waste acid and in the preparation of the lime slurry; the pH, the time, temperature, and other conditions of treatment may be adjusted to conform to plant practice. Otherwise the test shall be performed as described in this method.
Note 2: Under some conditions of test the lime requirement may vary substantially from that indicated by ultimate chemical analysis or by the use of a determination of available alkalinity by titration to a stoichiometric end point.  
1.2 Units—The values stated in SI units are to be regarded as standard. No other units of measurement are included in this 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
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ASTM C593-19(Specification)
Standard Specification for Fly Ash and Other Pozzolans for Use With Lime for Soil Stabilization

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This specification covers the qualification of fly ash and other pozzolans for use with lime in plastic, nonplastic mixtures and other mixtures that affect lime pozzolanic reaction required by soil stabilization. Evaluation of pozzolans containing available lime, such as Class C fly ash, is given consideration. Pozzolans covered include artificial pozzolans such as fly ash, and natural pozzolans, such as diatomite and pumicite, in either raw or calcined state. Various procedures are recommended to quantify various aspects of the lime enhanced pozzolanic reaction. The tests shall qualify sources of fly ash and other pozzolans to meet specified job or project criteria as related to soil stabilization. The following shall be peformed on the pozzolan: water-soluble fraction, fineness, and lime-pozzolan strength development. For the nonplastic mixtures, compressive strength development and freeze-thaw resistance tests shall be performed. The materials shall be subjected to vacuum saturation strength testing.
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6.1 This test method states various procedures that are recommended to quantify various aspects of the lime enhanced pozzolanic reaction. These tests are intended to qualify sources of fly ash and other pozzolans to meet specified job or project criteria as related to soil stabilization.
SCOPE
1.1 This specification covers the qualification of fly ash and other pozzolans for use with lime in plastic, nonplastic mixtures and other mixtures that affect lime pozzolanic reaction required by soil stabilization. Evaluation of pozzolans containing available lime, such as Class C fly ash, is given consideration. Pozzolans covered include artificial pozzolans such as fly ash, and natural pozzolans, such as diatomite and pumicite, in either raw or calcined state.  
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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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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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ASTM C25-19(Test Method)
Standard Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime

SIGNIFICANCE AND USE
4.1 These test methods provide accurate and reliable analytical procedures to determine the chemical constituents of limestone, quicklime, and hydrated lime (see Note 1). The percentages of specific constituents which determine a material's quality or fitness for use are of significance depending upon the purpose or end use of the material. Results obtained may be used in relation to specification requirements.  
4.2 Because quicklime and hydrated lime quickly absorb water and carbon dioxide from the air, precision and bias are extremely dependent upon precautions taken during sample preparation and analysis to minimize excessive exposure to ambient conditions.  
Note 1: These test methods can be applied to other calcareous materials if provisions are made to compensate for known interferences.
SCOPE
1.1 These test methods cover the chemical analysis of high-calcium and dolomitic limestone, quicklime, and hydrated lime. These test methods are classified as either standard (preferred) or alternative (optional).  
1.2 The standard test methods are those that employ classical gravimetric or volumetric analytical procedures and are typically those required for referee analyses where chemical specification requirements are an essential part of contractual agreement between buyer and seller.  
1.3 Alternative or optional test methods are provided for those who wish to use procedures shorter or more convenient than the standard methods for the routine determinations of certain constituents. Optional test methods may sometimes be preferred to the standard test methods, but frequently the use of modern and expensive instrumentation is indicated which may not be accessible to everyone. Therefore, the use of these test methods must be left to the discretion of each laboratory.  
1.4 The analytical procedures appear in the following order:    
Section    
Aluminum Oxide  
15  
Available Lime Index  
28    
Calcium and Magnesium Oxide:  
Alternative EDTA Titration Method  
31  
Calcium Carbonate Equivalent  
33    
Calcium Oxide:  
Gravimetric Method  
16    
Volumetric Method  
17    
Carbon Dioxide by Standard Method  
22    
Combined Oxides of Iron and Aluminum  
12    
Ferrous Iron  
Appendix X5  
Free Calcium Oxide  
Appendix X6    
Free Moisture in Hydrated Lime  
21    
Free Moisture in Limestone  
20    
Free Silica  
29  
Insoluble Matter Including Silicon Dioxide:    
Standard Method  
8    
Optional Perchloric Acid Method  
9  
Insoluble Matter Other Than Silicon Dioxide  
11    
Loss on Ignition  
19  
Magnesium Oxide  
18  
Manganese:    
Bismuthate Method  
Appendix X4    
Periodate (Photometric) Method  
27    
pH Determination of Alkaline Earth Solutions  
34    
Phosphorus:    
Titrimetric Method  
Appendix X3    
Molybdovanadate Method  
26  
Silicon Dioxide  
10  
Strontium Oxide  
Appendix X2    
Sulfur Trioxide  
23    
Total Carbon:    
Direct Combustion-Thermal Conductivity Cell
Method  
32  
Total Carbon and Sulfur:    
Combustion/Infrared Detection Method  
35    
Total Iron:    
Standard Method, Potassium Dichromate
Titration  
13    
Potassium Permanganate Titration Method  
Appendix X1  
Ortho-Phenanthroline, Photometric Method  
14  
Total Sulfur:    
Sodium Carbonate Fusion  
24  
Combustion-Iodate Titration Method  
25  
Unhydrated Oxides  
30  
1.5 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. For specific precautionary statements, see 9.3, 10.2.1, 18.4.3, 31.6.4.2, X2.3.1, and X5.4.1.1.  
1.6 This international standard was developed in...

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ASTM C911-19(Specification)
Standard Specification for Quicklime, Hydrated Lime, and Limestone for Selected Chemical and Industrial Uses

ABSTRACT
This specification covers lime and limestone products that are suitable for chemical and industrial uses such as in waste acid neutralization, agricultural liming, soil stabilization, asphalt, flue gas desulfurization, drinking water softening, waste and wastewater neutralization, and wastewater treatment plant residuals stabilization. The required chemical composition of quicklime, hydrated lime, and limestone for each selected end use are on the bases of the weight sample taken at the place of manufacture. Quicklime should be free of unslakable residues and should be capable of disintegrating in water to form suspensions of finely divided material.
SCOPE
1.1 This specification covers lime and limestone products suitable for the following chemical and industrial uses:    
Cooking rags  
Sulfite pulp  
Silica brick  
Other water treatment uses  
Calcium carbide  
Grease  
Calcium silicate products  
Hypochlorite (bleach)
The following uses are addressed in other ASTM standards:
Use  
Standard(s)  
Neutralization of Waste Acid (Test Methods)  
C400  
Agricultural Liming Materials  
C602  
Soil Stabilization  
C977  
Asphalt  
C1097  
Flue Gas Desulfurization (Test Methods)  
C1318  
Drinking Water Softening  
C1529  
Waste and Wastewater Neutralization  
C1529  
Wastewater Treatment Plant Residuals (Biosolids) Stabilization  
C1529 and D6249  
1.2 The type designations in Table 1 signify the following:    
Limestone, high-calcium—CL  
Limestone, dolomitic—DL  
Limestone, magnesian—ML  
Quicklime, high-calcium—CQ  
Quicklime, dolomitic—DQ  
Quicklime, magnesian—MQ  
Hydrated lime, high-calcium—CH  
Hydrated lime, dolomitic—DH  
Hydrated lime, magnesian—MH  
1.3 The buyer shall designate the use, as listed in Table 1, and may specify one or more of the type designations in 1.1.  
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.  
1.5 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.6 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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