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ASTM C1707-09

(Specification)

Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes

Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes

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.

General Information

Status
Historical
Publication Date
28-Feb-2009
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 C1707-10 - Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes
Effective Date
15-Dec-2010
Referred By
ASTM C51-21 - Standard Terminology Relating to Lime and Limestone (as Used by the Industry)
Effective Date
01-Mar-2009
Referred By
ASTM C1722-23 - Standard Guide for Repair and Restoration of Dimension Stone
Effective Date
01-Mar-2009
Referred By
ASTM C1713-23 - Standard Specification for Mortars for the Repair of Historic Masonry
Effective Date
01-Mar-2009

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ASTM C1707-09 - Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: C1707 – 09
Standard Specification for
Pozzolanic Hydraulic Lime for Structural Purposes
This standard is issued under the fixed designation C1707; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope C109/C109M Test Method for Compressive Strength of
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
1.1 This standard covers four types of pozzolanic hydraulic
Specimens)
lime for structural purposes which include use in mortar,
C110 Test Methods for Physical Testing of Quicklime,
scratch, brown, and finish (stucco) coats of interior or exterior
Hydrated Lime, and Limestone
plaster.
C114 Test Methods for Chemical Analysis of Hydraulic
1.1.1 PHL—Pozzolanic hydraulic lime for use in mortar,
Cement
scratch, brown, and finish (stucco) coats of interior or exterior
C150 Specification for Portland Cement
plaster.
C207 Specification for Hydrated Lime for Masonry Pur-
1.1.2 PHL —PHL with a maximum 20 % binder weight of
c
poses
hydraulic cement.
C266 TestMethodforTimeofSettingofHydraulic-Cement
1.1.3 PHL-A—Air-entrained PHL.
Paste by Gillmore Needles
1.1.4 PHL -A—Air-entrained PHL .
c c
C270 Specification for Mortar for Unit Masonry
1.2 This specification classifies pozzolanic hydraulic lime
C305 Practice for Mechanical Mixing of Hydraulic Cement
by minimum hydrated lime content, maximum hydraulic ce-
Pastes and Mortars of Plastic Consistency
ment content, and specific performance requirements.
C511 Specification for Mixing Rooms, Moist Cabinets,
1.3 The values stated in inch-pound units are to be regarded
Moist Rooms, and Water Storage Tanks Used in the
as standard. The values given in parentheses are mathematical
Testing of Hydraulic Cements and Concretes
conversions to SI units that are provided for information only
C595 Specification for Blended Hydraulic Cements
andarenotconsideredstandard.Appropriateconversioncanbe
C778 Specification for Standard Sand
done using IEEE/ASTM SI 10.
C1157 Performance Specification for Hydraulic Cement
1.4 This standard does not purport to address all of the
IEEE/ASTM SI 10 Standard for use of the International
safety concerns, if any, associated with its use. It is the
System of Units (SI): (the Modern Metric System)
responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
3. Terminology
bility of regulatory limitations prior to use.
3.1 Definitions:
2. Referenced Documents 3.1.1 Unless otherwise specified, for definitions of terms
2 used in this standard see Terminology C51.
2.1 ASTM Standards:
3.1.2 air entraining pozzolanic hydraulic lime (PHL-A),
C25 Test Methods for Chemical Analysis of Limestone,
n—as PHL with the exception that Type SA hydrated lime of
Quicklime, and Hydrated Lime
Specification C207, or Type NAof Specification C207 shall be
C50 Practice for Sampling, Sample Preparation, Packaging,
used if shown not detrimental to the soundness of the material.
and Marking of Lime and Limestone Products
If Type SA or Type NA hydrated limes are used, an additional
C51 Terminology Relating to Lime and Limestone (as used
air entraining agent shall not be used.
by the Industry)
3.1.3 air entraining pozzolanic hydraulic lime with hydrau-
lic cement (PHL -A), n—as PHL with exception thatType SA
c c
hydrated lime of Specification C207 shall be used, or Type NA
This test method is under the jurisdiction of ASTM Committee C07 on Lime
of Specification C207 shall be used if shown not detrimental to
and is the direct responsibility of Subcommittee C07.02 on Specifications and
the soundness of the material. IfType SAorType NAhydrated
Guidelines.
limes are used, an additional air entraining agent shall not be
Current edition approved March 1, 2009. Published March 2009. DOI: 10.1520/
C1707-09.
used.
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
3.1.4 pozzolanic hydraulic lime (PHL), n—a powder pro-
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
duced by the blending or intergrinding of not less than 25 % by
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. binder weight of Specification C207Type S hydrated lime with
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
C1707 – 09
one or more pozzolan and inert filler. Type N hydrated lime of for this specification shall be measured by weight by convert-
Specification C207 shall be used if shown not detrimental to ing proportions by volume to proportion by weight.
the soundness of the material.
NOTE 1—Appendix X4 of Specification C270 provides examples of
3.1.5 pozzolanic hydraulic lime with hydraulic cement
calculating material proportioning.
(PHL ), n—as PHLwith not more than 20 % by binder weight
c
ofhydrauliccementofSpecificationC150,SpecificationC595,
Batch factor 5 5 6 (1)
~80 3 3 ~sand volume proportion!!
or Performance Specification C1157 blended or interground.
4. Requirements
Determine weight one of the four PHL as follows:
4.1 PHL, PHL PHL-A and PHL -A shall conform to the
c c
Weight of PHL ~g! 5 1~PHL Volume Proportion!
requirements prescribed in Table 1.
3 Bulk Density ~Packed Density! of PHL
3 Batch Factor (2)
5. Test Methods
5.1 Wat
...

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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 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.
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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:  
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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.
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ABSTRACT
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.
SCOPE
1.1 This specification covers hydrated hydraulic lime for structural purposes.  
1.2 Hydrated hydraulic 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.  
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Standard Test Methods for Physical Testing of Quicklime, Hydrated Lime, and Limestone

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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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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  
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Water Retention of Hydrated Lime  
7  
Air Entrainment  
8  
Soundness Testing  
Autoclave Expansion of Hydrated and Hydraulic Lime  
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Popping and Pitting of Hydrated Lime  
10  
Application Testing  
Slaking Rate of Quicklime  
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Dry Brightness of Pulverized Limestone  
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Limestone Grindability Determination by the Laboratory Ball Mill
Method  
13  
Settling Rate of Hydrated Lime  
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Particle Size Analysis  
Residue and Sieve Analysis  
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Sieve Analysis of Dry Limestone, Quicklime, and Hydrated Lime  
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Fineness of Pulverized Quicklime and Hydrated Lime by Air
Permeability  
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Particle Size of Pulverized Limestone  
18  
Dry Screening of Hydrated Lime, Pulverized Quicklime, and
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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  
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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.  
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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.
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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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ASTM C25-19e1(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.  
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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.

  • Technical specification
    4 pages
    English language
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  • Technical specification
    4 pages
    English language
    sale 15% off