ASTM C1164 - 92 (2003) de norma práctica para la evaluación de piedra caliza o la cal de la homogeneidad de una sola fuente

Significado y Uso

Esta práctica está diseñada para presentar información en un formato estandarizado en la variabilidad de la piedra caliza o la cal de una sola fuente en un período de tiempo. Se puede aplicar a todos los materiales cubiertos en métodos de ensayo C 25 y C 110 , Y la especificación C 141 .

1. Alcance

1.1 Esta práctica está destinada a utilizarse en los casos en que el comprador desea información sobre la uniformidad de la piedra caliza o la cal producida en una sola fuente. Se pretende que este método de ensayo normalmente se utilizará para el material predominante fabricados en una planta. Directrices para el muestreo, las pruebas y presentación de los resultados (Tabla 1) se dan.

1.2 Esta norma no pretende abordar todos los problemas de seguridad, si las hay, asociadas con su uso. Es responsabilidad del usuario de esta norma establecer prácticas apropiadas de seguridad y salud y determinar la aplicabilidad de las limitaciones reglamentarias antes de su uso.

2. Documentos de referencia

Normas ASTM C110 Métodos de prueba para las pruebas físicas de la cal viva, cal hidratada y piedra caliza C25 Métodos de prueba para el análisis químico de piedra caliza, cal viva y cal hidratada C50 Métodos de muestreo, inspección, embalaje y el marcado de productos de cal y piedra caliza C51 Terminología relacionada con cal y piedra caliza (como el usado por la industria)

ASTM C110-00a

Historical Standard: ASTM C110-00a Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 C50).

1.2 The test procedures appear in the following order:

Section Air Entrainment 13 Apparent Loose Density of Hydrated Lime, Pulverized Quicklime, and Limestone 17 Apparent Packed Density of Hydrated Lime, Pulverized Quicklime, and Limestone 18 Autoclave Expansion of Hydrated Lime 8 Dry Brightness of Pulverized Limestone 16 Dry Screening by Air Jet Sieve 20 Fineness of Pulverized Quicklime and Hydrated Lime by Air Permeability 19 Limestone Grindability 21 Particle Size of Pulverized Limestone 15 pH of Pulverized Limestone 14 Plasticity of Lime Putty 7 Popping and Pitting of Hydrated Lime 9 Residue and Sieve Analysis 5 Settling Rate of Hydrated Lime 11 Slaking Rate of Quicklime 12 Specific Gravity of Hydrated Lime Products 22 Standard Consistency of Lime Putty 6 Water Retention of Hydrated Lime 10

1.3 The values stated in SI units are to be regarded as the 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus

C207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-02

Historical Standard: ASTM C110-02 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 test procedures appear in the following order:

Section

Air Entrainment 13Apparent Loose Density of Hydrated Lime, Pulverized Quicklime, and Limestone

16

Apparent Packed Density of Hydrated Lime, Pulverized Quicklime, and 17

Limestone Autoclave Expansion of Hydrated Lime 8Dry Brightness of Pulverized Limestone 15Dry Screening by Air Jet Sieve 19Fineness of Pulverized Quicklime and Hydrated Lime by Air Permeability 18Limestone Grindability 20Particle Size of Pulverized Limestone 14Plasticity of Lime Putty 7Popping and Pitting of Hydrated Lime 9Residue and Sieve Analysis 5Settling Rate of Hydrated Lime 11Slaking Rate of Quicklime 12Specific Gravity of Hydrated Lime Products 21Standard Consistency of Lime Putty 6Water Retention of Hydrated Lime 10Wet Sieve Analysis of Agricultural Liming Materials 22

1.3 The values stated in SI units are to be regarded as the 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone Products

C51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-02ª

Historical Standard: ASTM C110-02a Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 test procedures appear in the following order:

Section

Air Entrainment 13Apparent Loose Density of Hydrated Lime, Pulverized Quicklime, and Limestone

16

Apparent Packed Density of Hydrated Lime, Pulverized Quicklime, and Limestone

17

Autoclave Expansion of Hydrated Lime 8Dry Brightness of Pulverized Limestone 15Dry Screening by Air Jet Sieve 19Fineness of Pulverized Quicklime and Hydrated Lime by Air Permeability 18Limestone Grindability 20Particle Size of Pulverized Limestone 14Plasticity of Lime Putty 7

Popping and Pitting of Hydrated Lime 9Residue and Sieve Analysis 5Settling Rate of Hydrated Lime 11Slaking Rate of Quicklime 12Specific Gravity of Hydrated Lime Products 21Standard Consistency of Lime Putty 6Water Retention of Hydrated Lime 10Wet Sieve Analysis of Agricultural Liming Materials 22

1.3 The values stated in SI units are to be regarded as the 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with

SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-03

Historical Standard: ASTM C110-03 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 test procedures appear in the following order:

Section

Air Entrainment 13Apparent Loose Density of Hydrated Lime, Pulverized Quicklime, and Limestone

16

Apparent Packed Density of Hydrated Lime, Pulverized Quicklime, and Limestone

17

Autoclave Expansion of Hydrated Lime 8Dry Brightness of Pulverized Limestone 15Dry Screening by Air Jet Sieve 19Fineness of Pulverized Quicklime and Hydrated Lime by Air Permeability 18Limestone Grindability 20Particle Size of Pulverized Limestone 14Plasticity of Lime Putty 7Popping and Pitting of Hydrated Lime 9Residue and Sieve Analysis 5Settling Rate of Hydrated Lime 11Slaking Rate of Quicklime 12Specific Gravity of Hydrated Lime Products 21Standard Consistency of Lime Putty 6Water Retention of Hydrated Lime 10Wet Sieve Analysis of Agricultural Liming Materials 22

1.3 The values stated in SI units are to be regarded as the 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-04

Historical Standard: ASTM C110-04 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-05

Historical Standard: ASTM C110-05 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 test procedures appear in the following order:

Section

Air Entrainment 8Apparent Loose Density of Hydrated Lime, Pulverized Quicklime, and Limestone

19

Apparent Packed Density of Hydrated Lime, Pulverized Quicklime, and Limestone

20

Autoclave Expansion of Hydrated Lime 9Dry Brightness of Pulverized Limestone 12Dry Screening by Air Jet Sieve 18Fineness of Pulverized Quicklime and Hydrated Lime by Air Permeability 16Limestone Grindability 13Particle Size of Pulverized Limestone 17Plasticity of Lime Putty 6Popping and Pitting of Hydrated Lime 10Residue and Sieve Analysis 15Settling Rate of Hydrated Lime 14Slaking Rate of Quicklime 11Specific Gravity of Hydrated Lime Products 21Standard Consistency of Lime Putty 5Water Retention of Hydrated Lime 7Wet Sieve Analysis of Agricultural Liming Materials 22

1.3 The values stated in SI units are to be regarded as the 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-05a

Historical Standard: ASTM C110-05a Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. Scope

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 C 50).

1.2 The test procedures appear in the following order:

Section Air Entrainment Apparent Loose Density of Hydrated Lime, Pulverized Quicklime, and Limestone Apparent Packed Density of Hydrated Lime, Pulverized Quicklime, and Limestone Autoclave Expansion of Hydrated Lime Dry Brightness of Pulverized Limestone Dry Screening by Air Jet Sieve Fineness of Pulverized Quicklime and Hydrated Lime by Air Permeability Limestone Grindability Particle Size of Pulverized Limestone Plasticity of Lime Putty Popping and Pitting of Hydrated Lime Residue and Sieve Analysis Settling Rate of Hydrated Lime Slaking Rate of Quicklime Specific Gravity of Hydrated Lime Products Standard Consistency of Lime Putty Water Retention of Hydrated Lime Wet Sieve Analysis of Agricultural Liming Materials

1.3 The values stated in SI units are to be regarded as the 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the

LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-06

Historical Standard: ASTM C110-06 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-08

Historical Standard: ASTM C110-08 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 test procedures appear in the following order:

SectionAir Entrainment 8Apparent Loose Density of Hydrated Lime, PulverizedQuicklime, and Limestone 19Apparent Packed Density of Hydrated Lime, PulverizedQuicklime, and Limestone 20Autoclave Expansion of Hydrated Lime 9Dry Brightness of Pulverized Limestone 12Dry Screening by Air Jet Sieve 18Fineness of Pulverized Quicklime and Hydrated Lime by AirPermeability 16Limestone Grindability 13Particle Size of Pulverized Limestone 17Plasticity of Lime Putty 6Popping and Pitting of Hydrated Lime 10Residue and Sieve Analysis 15Settling Rate of Hydrated Lime 14Slaking Rate of Quicklime 11Specific Gravity of Hydrated Lime Products 21Standard Consistency of Lime Putty 5Water Retention of Hydrated Lime 7Wet Sieve Analysis of Agricultural Liming Materials 22

1.3 The values stated in SI units are to be regarded as standard. The values given in parentheses 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus

C207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C110-08ª

Historical Standard: ASTM C110-08a Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 test procedures appear in the following order:

SectionAir Entrainment 8Apparent Loose Density of Hydrated Lime, PulverizedQuicklime, and Limestone 20Apparent Packed Density of Hydrated Lime, PulverizedQuicklime, and Limestone 21Autoclave Expansion of Hydrated Lime 9Dry Brightness of Pulverized Limestone 12

Dry Screening by Air Jet Sieve 18Fineness of Pulverized Quicklime and Hydrated Lime by AirPermeability 16Limestone Grindability 13Particle Size of Pulverized Limestone 17Plasticity of Lime Putty 6Popping and Pitting of Hydrated Lime 10Residue and Sieve Analysis 15Settling Rate of Hydrated Lime 14Slaking Rate of Quicklime 11Specific Gravity of Hydrated Lime Products 22Standard Consistency of Lime Putty 5Water Retention of Hydrated Lime 7Wet Sieve Analysis of Agricultural Liming Materials 19

1.3 The values stated in SI units are to be regarded as standard. The values given in parentheses 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)

C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM WK21319

Work Item: ASTM WK21319 - Revision of C110 - 08 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. Rationale

THIS BALLOT IS BASED ON THE 12-06 MEETING OF C07.04, WHICH RECOMMENDED THAT THE SPECIFICATIONS FROM C1529 BE ADDED TO THIS STANDARD AND THE EXISTING NON-MANDATORY GUIDE MATERIAL BE MOVED TO AN APPENDIX. NOTE THAT THE ADDITION OF THE CHEMICAL AND PHYSICAL SPECIFICATIONS CREATES SOME TENSION WITH THE RECOMMENDED TESTS AND SPECIFICATIONS IN THE APPENDIXSEE TABLES 1, 2, & 3. IF APPROVED, C1529 WOULD HAVE TO BE REVISED TO REMOVE THE BIOSOLIDS SPECIFICATIONS MOVED TO THIS STANDARD

ASTM C110-09

Historical Standard: ASTM C110-09 Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

1. 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 test procedures appear in the following order:

SectionAir Entrainment 8Apparent Loose Density of Hydrated Lime, PulverizedQuicklime, and Limestone 20Apparent Packed Density of Hydrated Lime, PulverizedQuicklime, and Limestone 21Autoclave Expansion of Hydrated Lime 9Dry Brightness of Pulverized Limestone 12Dry Screening by Air Jet Sieve 18Fineness of Pulverized Quicklime and Hydrated Lime by AirPermeability 16Limestone Grindability 13Particle Size of Pulverized Limestone 17Plasticity of Lime Putty 6Popping and Pitting of Hydrated Lime 10Residue and Sieve Analysis 15Settling Rate of Hydrated Lime 14Slaking Rate of Quicklime 11Specific Gravity of Hydrated Lime Products 22Standard Consistency of Lime Putty 5Water Retention of Hydrated Lime 7Wet Sieve Analysis of Agricultural Liming Materials 19

1.3 The values stated in SI units are to be regarded as standard. The values given in parentheses 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic Cement

C28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C911 – 06

ASTM C911 - 06 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.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers lime and limestone products suitable for the following chemical and industrial uses:

1.3 The buyer shall designate the use, as listed in , and may specify one or more of the type designations in .

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 This test method covers the determination of the amount of free calcium oxide (CaO) in high-calcium hydrated lime capable of being hydrated by steam at atmospheric pressure.

2. Referenced Documents

ASTM StandardsC1097 Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous PavementsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC1318 Test Method for Determination of Total Neutralizing Capability and Dissolved Calcium and Magnesium Oxide in Lime for Flue Gas Desulfurization (FGD)C1529 Specification for Quicklime, Hydrated Lime, and Limestone for Environmental UsesC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC400 Test Methods for Quicklime and Hydrated Lime for Neutralization of Waste AcidC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC602 Specification for Agricultural Liming MaterialsC977 Specification for Quicklime and Hydrated Lime for Soil StabilizationD6249 Guide for Alkaline Stabilization of Wastewater Treatment Plant Residuals

ASTM C110 - 09a

ASTM C110 - 09a 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.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. 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 test procedures appear in the following order:

SectionAir Entrainment 8Apparent Loose Density of Hydrated Lime, PulverizedQuicklime, and Limestone 20Apparent Packed Density of Hydrated Lime, PulverizedQuicklime, and Limestone 21Autoclave Expansion of Hydrated Lime 9Dry Brightness of Pulverized Limestone 12Dry Screening by Air Jet Sieve 18Fineness of Pulverized Quicklime and Hydrated Lime by AirPermeability 16Limestone Grindability 13Particle Size of Pulverized Limestone 17Plasticity of Lime Putty 6Popping and Pitting of Hydrated Lime 10Residue and Sieve Analysis 15Settling Rate of Hydrated Lime 14Slaking Rate of Quicklime 11Specific Gravity of Hydrated Lime Products 22Standard Consistency of Lime Putty 5Water Retention of Hydrated Lime 7Wet Sieve Analysis of Agricultural Liming Materials 19

1.3 The values stated in SI units are to be regarded as standard. The values given in parentheses 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC1005 Specification for Reference Masses and Devices for Determining Mass and Volume for Use in the Physical Testing of Hydraulic CementsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C136 Test Method for Sieve Analysis of Fine and Coarse AggregatesC185 Test Method for Air Content of Hydraulic Cement MortarC188 Test Method for Density of Hydraulic CementC192/C192M Practice for Making and Curing Concrete Test Specimens in the LaboratoryC204 Test Methods for Fineness of Hydraulic Cement by Air-Permeability ApparatusC207 Specification for Hydrated Lime for Masonry PurposesC230/C230M Specification for Flow Table for Use in Tests of Hydraulic CementC28/C28M Specification for Gypsum PlastersC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC430 Test Method for Fineness of Hydraulic Cement by the 45-m (No. 325) SieveC472 Test Methods for Physical Testing of Gypsum, Gypsum Plasters and Gypsum ConcreteC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C670 Practice for Preparing Precision and Bias Statements for Test Methods for Construction MaterialsC702 Practice for Reducing Samples of Aggregate to Testing SizeC778 Specification for SandC91 Specification for Masonry CementE11 Specification for Woven Wire Test Sieve Cloth and Test SievesE177 Practice for Use of the Terms Precision and Bias in ASTM Test MethodsE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method

ASTM C206 – 03

ASTM C206 - 03 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.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. 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 C 1489.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC1489 Specification of Lime Putty for Structural PurposesC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC50 Methods of Sampling, Inspection, Packing, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (As Used by the Industry)C842 Specification for Application of Interior Gypsum Plaster

ASTM C1489 - 01(2008)e1

ASTM C1489 - 01(2008)e1 Standard Specification for Lime Putty for Structural Purposes

Abstract

This specification covers lime putty products made from hydrated lime or quicklime products. Lime putty is suitable for use in masonry, plaster and stucco applications. The hydrated lime or quicklime products used to make lime putty shall be tested and shall conform to the chemical composition, plasticity, residue, soaking period, popping and pitting, and density requirements specified.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers lime putty products made from hydrated lime or quicklime products. Lime putty is suitable for use in masonry, plaster and stucco applications.

1.2 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC185 Test Method for Air Content of Hydraulic Cement MortarC206 Specification for Finishing Hydrated LimeC207 Specification for Hydrated Lime for Masonry PurposesC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC5 Specification for Quicklime for Structural PurposesC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)

ASTM C602 - 07

ASTM C602 - 07 Standard Specification for Agricultural Liming Materials

Abstract

This specification covers agricultural liming materials, such as quicklime (burnt lime), hydrated lime, limestone, (calcitic and dolomitic), marl, shells, and by-products including slag, and other materials. Agricultural liming materials shall be classified in terms of calcium carbonate equivalent. Hydrated lime, quicklime, and agricultural slag shall be classified depending on the particle size. In sieve analysis of agricultural liming materials, the amount of liming material passing the sieves to the nearest whole percentage of the total weight of the dry sample shall be calculated. Air-cooled blast-furnace slag shall be classified the same as agricultural limestone. The following results for agricultural liming materials shall be reported: percentage calcium carbonate equivalent, percentage moisture, percentage calcium and magnesium, and sieve analysis.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers agricultural liming materials, such as quicklime (burnt lime), hydrated lime, limestone, (calcitic and dolomitic), marl, shells, and by-products including slag, and other materials.

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.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC125 Terminology Relating to Concrete and Concrete AggregatesC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsD3176 Practice for Ultimate Analysis of Coal and CokeE11 Specification for Woven Wire Test Sieve Cloth and Test Sieves

ASTM C706 - 02(2008)e1

ASTM C706 - 02(2008)e1 Standard Specification for Limestone for Animal Feed Use

Abstract

This specification covers limestone supplied for use as a mineral supplement in animal feeds. Limestone shall conform to the chemical requirements specified. In order to determine particle size, a sieve analysis shall be done.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers limestone supplied for use as a mineral supplement in animal feeds.

Note 1—The calcium needed for animal nutrition is customarily supplied by limestone. Such limestone must be sufficiently fine to blend with mixed feeds and yet be free from excessive dusting.

1.2 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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)E11 Specification for Woven Wire Test Sieve Cloth and Test Sieves

ASTM C1707 – 09

ASTM C1707 - 09 Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes

1. Scope

1.1 This standard covers four types of pozzolanic hydraulic lime for structural purposes which include use in mortar, scratch, brown, and finish (stucco) coats of interior or exterior plaster.

1.1.1 PHL—Pozzolanic hydraulic lime for use in mortar, scratch, brown, and finish (stucco) coats of interior or exterior plaster.

1.1.2 PHLc—PHL with a maximum 20 % binder weight of hydraulic cement.

1.1.3 PHL-A—Air-entrained PHL.

1.1.4 PHLc-A—Air-entrained PHLc.

1.2 This specification classifies pozzolanic hydraulic lime by minimum hydrated lime content, maximum hydraulic cement content, and specific performance requirements.

1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. Appropriate conversion can be done using IEEE/ASTM SI 10.

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.

2. Referenced Documents

ASTM StandardsC109/C109M Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube Specimens)C110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC114 Test Methods for Chemical Analysis of Hydraulic CementC207 Specification for Hydrated Lime for Masonry PurposesC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC266 Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore NeedlesC270 Specification for Mortar for Unit MasonryC305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic ConsistencyC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C511 Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of Hydraulic Cements and ConcretesC778 Specification for Sand

ASTM C1097 – 07

ASTM C1097 - 07 Standard Specification for Hydrated Lime for Use in Asphalt Cement or Bituminous Pavements

Abstract

This specification covers high calcium, dolomitic and magnesian-hydrated lime for use in asphalt cement or bituminous pavements. Hydrated lime, either dry or slurry form, shall conform to the chemical composition requirements for calcium and magnesium oxides, carbon dioxide, unhydrated calcium and magnesium oxides, and free moisture of dry hydrates as shall be determined by chemical analysis. The particle size of hydrated lime shall also be determined using a standardized spray nozzle and pressure gauge.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers high calcium, dolomitic and magnesian-hydrated lime for use in asphalt cement or bituminous pavement.

Note 1

Hydrated lime, either calcitic, dolomitic, or magnesian, improves bonding of bitumen and aggregates which reduces susceptibility to moisture damage, reduces age hardening by chemically stabilizing polar compounds found in asphalts, and increases initial stiffness of asphalt mixtures.

Note 2

No attempt is made to present requirements for any by-product lime.

This standard does not purport to address the safety concerns 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.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)D546 Test Method for Sieve Analysis of Mineral Filler for Bituminous Paving MixturesD8 Terminology Relating to Materials for Roads and Pavements

ASTM C737 – 08

ASTM C737 - 08 Standard Specification for Limestone for Dusting of Coal Mines

Abstract

This specification covers limestone suitable for use as dust in coal mines to prevent coal dust explosions. The limestone shall conform to the chemical composition requirements prescribed. The chemical analysis and the particle size analysis of the limestone shall be conducted.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers limestone suitable for use as dust in coal mines to prevent coal dust explosions.

Note 1—Limestone can serve as a source of incombustible material in coal mine operations. Limestone is dusted onto coal exposures in sufficient amount so that not less than 65 % of all loose dust shall be limestone incombustible material. In return air courses the concentration of incombustible materials should be not less than 80 % of the total dust (MSHA 30 CFR 75.403). With such a concentration of limestone incombustible material, dust explosions cannot initiate or be propagated from nearby gas explosions. The limestone must be substantially dry in order to dust satisfactorily.

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 and health practices and determine the applicability of regulatory limitations prior to use.

1.3 The values stated in inch-pound units are to be regarded as standard. No other units of measurement are included in this standard.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone Products

ASTM C1529 - 06a

ASTM C1529 - 06a Standard Specification for Quicklime, Hydrated Lime, and Limestone for Environmental Uses

Abstract

This specification covers lime and limestone productions and by-product alkaline materials suitable for environmental uses. Requirements for quicklime, hydrated lime, and limestone for the designated end uses are specified, and are on the basis of the weight of sample taken at the place of manufacture. Quicklime shall be free of unslakable residues and shall be capable of disintegrating in water to form a suspension of finely divided material. The amount of residue shall not exceed that agreed upon between the manufacturer and the purchaser (the residue is the amount of the material retained on a specified screen). The slaking rate for the specified quicklime should be matched to the requirements of the slaking equipment. Test methods such as chemical analyses, physical tests and basic factor test shall be performed.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers lime and limestone products suitable for environmental uses as shown in .

1.2 The buyer shall designate the use, as listed in , and may specify one or more of the type designations listed below .

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 requirements prior to use.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC400 Test Methods for Quicklime and Hydrated Lime for Neutralization of Waste AcidC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsD6249 Guide for Alkaline Stabilization of Wastewater Treatment Plant Residuals

ASTM C977 - 03

ASTM C977 - 03 Standard Specification for Quicklime and Hydrated Lime for Soil Stabilization

Abstract

This specification pertains to quicklime and hydrated lime, either high calcium, dolomitic, or magnesium lime, for use in stabilization of soils. Quicklime and hydrated lime for soil stabilization shall conform to the required chemical composition for calcium, magnesium oxides, carbon dioxide, and free moisture. The physical properties of hydrated lime, quicklime, and residue of quicklime shall not exceed the specified limits. Chemical analysis of quicklime and hydrated lime shall be conducted. The particle size of hydrated lime shall be determined in accordance with the sieve analysis of hydrated lime in the referenced standard test method.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification pertains to quicklime and hydrated lime, either high calcium, dolomitic, or magnesian lime, for use in stabilization of soils (See Note 2).

Note 1—Quicklime and hydrated lime act upon clay soils and may render such soils suitable for highway construction and for other load-bearing applications. In most cases, lime causes finely divided clay particles to agglomerate into coarser particles which improves load-bearing properties and subsequently the lime-treated soil hardens by chemical reaction.

Note 2—No attempt is made to present requirements for by-product lime, commercial lime slurry, etc. Specification requirements for these materials could be better determined on a local basis.

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 and health practices and determine the applicability of regulatory limitations prior to use.

2. Referenced Documents

ASTM StandardsC110 Test Methods for Physical Testing of Quicklime, Hydrated Lime, and LimestoneC25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated LimeC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as Used by the Industry)D6276 Test Method for Using pH to Estimate the Soil-Lime Proportion Requirement for Soil Stabilization

ASTM C25 - 06

ASTM C25 - 06 Standard Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime

Significance and Use

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’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.

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.

1. 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:

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 and health practices and determine the applicability of regulatory limitations prior to use. For specific precautionary statements, see , , , , , and .

2. Referenced Documents

ASTM StandardsC50 Practice for Sampling, Sample Preparation, Packaging, and Marking of Lime and Limestone ProductsC51 Terminology Relating to Lime and Limestone (as used by the Industry)C911 Specification for Quicklime, Hydrated Lime, and Limestone for Selected Chemical and Industrial UsesD1193 Specification for Reagent WaterE200 Practice for Preparation, Standardization, and Storage of Standard and Reagent Solutions for Chemical AnalysisE29 Practice for Using Significant Digits in Test Data to Determine Conformance with SpecificationsE50 Practices for Apparatus, Reagents, and Safety Considerations for Chemical Analysis of Metals, Ores, and Related MaterialsE691 Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test MethodE70 Test Method for pH of Aqueous Solutions With the Glass ElectrodeE832 Specification for Laboratory Filter Papers

ASTM C492-92(1998)

Historical Standard: ASTM C492-92(1998) Standard Test Method for Hydration of Granular Dead-Burned Refractory Dolomite

1. Scope

1.1 This test method covers the determination of the amount of hydration of a granular dead-burned refractory dolomite when exposed to moist air.

1.2 The values stated in inch-pound units are to regarded as the standard. The values given in parentheses are for information only.

1.3 This standard does not purport to address all of the safety problems, 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.

2. Referenced Documents

ASTM StandardsC92 Test Methods for Sieve Analysis and Water Content of Refractory MaterialsE11 Specification for Woven Wire Test Sieve Cloth and Test Sieves

ASTM C492-92(2003)

Historical Standard: ASTM C492-92(2003) Standard Test Method for Hydration of Granular Dead-Burned Refractory Dolomite

1. Scope

1.1 This test method covers the determination of the amount of hydration of a granular dead-burned refractory dolomite when exposed to moist air.

1.2 The values stated in inch-pound units are to regarded as the standard. The values given in parentheses are for information only.

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.

2. Referenced Documents

ASTM StandardsC92 Test Methods for Sieve Analysis and Water Content of Refractory MaterialsE11 Specification for Woven Wire Test Sieve Cloth and Test Sieves

ASTM C492 - 92(2008)

ASTM C492 - 92(2008) Standard Test Method for Hydration of Granular Dead-Burned Refractory Dolomite

Significance and Use

The hydration of dead-burned dolomite grains is an important aspect of both manufacturing and using such grains. Moisture from any source will cause the grains to partially disintegrate, eventually making the dead-burned dolomite unfit for use. This test method may prove useful for determining, in a relative manner, which grains are more resistant to hydration than others.

Data from one laboratory might help in establishing internal limits for determining whether a particular batch of grain is suitable for refractory production. However, this test method takes great care to run, and is not recommended as a quality control test. Possibly, a specification might be developed between two parties if sufficient care in establishing the bias between the laboratories is carried out.

1. Scope

1.1 This test method covers the determination of the amount of hydration of a granular dead-burned refractory dolomite when exposed to moist air.

1.2 The values stated in inch-pound units are to regarded as the standard. The values given in parentheses are for information only.

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.

2. Referenced Documents

ASTM StandardsC92 Test Methods for Sieve Analysis and Water Content of Refractory MaterialsE11 Specification for Woven Wire Test Sieve Cloth and Test Sieves

ASTM C468-70

Withdrawn Standard: ASTM C468-70 Classification of Granular Refractory Dolomite (Withdrawn 1983)

ASTM C574-84

Withdrawn Standard: ASTM C574-84 Method for Chemical Analysis of Magnesite and Dolomite Refractories (Withdrawn 1993)

Analysis of Limestones and Dolomites by X-ray Fluorescence Spectroscopy

Abstract

Sources of calcium are generally widespread and quite extensive. These sources are limestone, dolomite, marl, chalk, and oyster shell. Cement plants account for nearly half of the demand, while two hundred lime plants in the United States and Puerto Rico consume about twenty five percent. Since the chemical composition of the limestone and other sources of calcium is critical in the cement and lime industry, particularly for the deleterious compounds such as sodium oxide, Na2O, magnesium oxide, MgO, phosphorus pentoxide, P2O5, and potassium oxide, K2O, accurate determinations are critical. Due to the tonnage per hour, these determinations must be made rapidly and accurately. X-ray fluorescence can thereby satisfy this need for accuracy and also precision. Production of lime is performed by calcining limestone or dolomite in which the industry is generally located and concentrated in the States of Michigan, Pennsylvania, and Michigan. The resulting product is quicklime, CaO, and hydrated lime, Ca(OH)2 Substantial amounts of quicklime is further processed into calcium carbide in order to produce acetylene gas. In this case, the determination of P2O5 is critical since minor quantities of phosphorus in acetylene gas can cause premature explosions. Other uses for lime are well known in the treatment of water, the paper and pulp industry, and in the steel industry for the production of slag to remove impurities. Dolomitic lime is heavily utilized in the manufacture of magnesite refractories by reacting dolomitic lime with brines from the Michigan Basin to produce magnesium oxide, MgO, and calcium chloride, CaCl2. Sample preparation for these materials usually is performed by grinding and pelletizing or fusion with lithium-tetra-borate, Li2B4O7.

Keywords:Limestone, dolomite, sample preparation, mineralogy, matrix corrections, X-ray fluorescence, α coefficients

ASTM C503 - 08ª

ASTM C503 - 08a Standard Specification for Marble Dimension Stone

Abstract

This specification covers the material characteristics, physical requirements, and sampling method appropriate to the selection of marble dimension stone for general building and structural purposes. Dimension marble shall include stone that is sawed, cut, split, or otherwise finished or shaped into blocks, slabs or tiles, and shall specifically exclude molded, cast and artificially aggregated units composed of fragments, and also crushed and broken stone. Marbles covered here are classified as either calcite or dolomite. The physical property requirements to which marble stones shall adhere to are absorption by weight, density, compressive strength, modulus of rupture, abrasion resistance, and flexural strength.

This abstract is a brief summary of the referenced standard. It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

1. Scope

1.1 This specification covers the material characteristics, physical requirements, and sampling appropriate to the selection of marble for general building and structural purposes. Refer to Guides C 1242 and C 1528 for the appropriate selection and use of marble dimension stone.

1.2 Dimension marble shall include stone that is sawed, cut, split, or otherwise finished or shaped into blocks, slabs or tiles, and shall specifically exclude molded, cast and artificially aggregated units composed of fragments, and also crushed and broken stone.

2. Referenced Documents

ASTM StandardsC119 Terminology Relating to Dimension StoneC1242 Guide for Selection, Design, and Installation of Dimension Stone Anchoring SystemsC1353 Test Method Using the Taber Abraser for Abrasion Resistance of Dimension Stone Subjected to Foot TrafficC1528 Guide for Selection of Dimension Stone for Exterior Use