ASTM C1707-11
(Specification)Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes
Standard Specification for Pozzolanic Hydraulic Lime for Structural Purposes
ABSTRACT
This specification 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. The four types of pozzolanic hydraulic lime are classified according to the minimum hydrated lime content, maximum hydraulic cement content, and specific performance requirements. Test specimens shall be stored in a moist room or cabinet wherein the storage surface shall be in equilibrium with the space to ensure no moisture loss. The specimens shall be subjected to testing to determine conformance to the following requirements: water soluble alkali, sulfur trioxide content, carbon dioxide content, fineness, maximum time of initial and final set, autoclave expansion, air content, water retention, and compressive strength.
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 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
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Designation:C1707 −11
Standard Specification for
1
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 C51 Terminology Relating to Lime and Limestone (as used
by the Industry)
1.1 This standard covers four types of pozzolanic hydraulic
C109/C109M Test Method for Compressive Strength of
lime for structural purposes which include use in mortar,
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
scratch, brown, and finish (stucco) coats of interior or exterior
Specimens)
plaster.
C110 Test Methods for Physical Testing of Quicklime,
1.1.1 PHL—Pozzolanic hydraulic lime for use in mortar,
Hydrated Lime, and Limestone
scratch, brown, and finish (stucco) coats of interior or exterior
C114 Test Methods for Chemical Analysis of Hydraulic
plaster.
Cement
1.1.2 PHL —PHL with a maximum 20 % binder weight of
c
C150 Specification for Portland Cement
hydraulic cement.
C207 Specification for Hydrated Lime for Masonry Pur-
1.1.3 PHL-A—Air-entrained PHL.
poses
1.1.4 PHL -A—Air-entrained PHL .
c c
C266 Test Method for Time of Setting of Hydraulic-Cement
1.2 This specification classifies pozzolanic hydraulic lime
Paste by Gillmore Needles
by minimum hydrated lime content, maximum hydraulic ce-
C270 Specification for Mortar for Unit Masonry
ment content, and specific performance requirements.
C305 Practice for Mechanical Mixing of Hydraulic Cement
1.3 This standard does not purport to address all of the Pastes and Mortars of Plastic Consistency
C511 Specification for Mixing Rooms, Moist Cabinets,
safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro- Moist Rooms, and Water Storage Tanks Used in the
Testing of Hydraulic Cements and Concretes
priate safety and health practices and determine the applica-
bility of regulatory limitations prior to use. C595 Specification for Blended Hydraulic Cements
C778 Specification for Standard Sand
1.4 This international standard was developed in accor-
C1157 Performance Specification for Hydraulic Cement
dance with internationally recognized principles on standard-
ization established in the Decision on Principles for the
3. Terminology
Development of International Standards, Guides and Recom-
mendations issued by the World Trade Organization Technical
3.1 Definitions:
Barriers to Trade (TBT) Committee.
3.1.1 Unless otherwise specified, for definitions of terms
used in this standard see Terminology C51.
2. Referenced Documents
3.1.2 air entraining pozzolanic hydraulic lime (PHL-A),
2
2.1 ASTM Standards:
n—as PHL with the exception that Type SA hydrated lime of
C25 Test Methods for Chemical Analysis of Limestone,
Specification C207, or Type NAof Specification C207 shall be
Quicklime, and Hydrated Lime
used if shown not detrimental to the soundness of the material.
C50 Practice for Sampling, Sample Preparation, Packaging,
If Type SA or Type NA hydrated limes are used, an additional
and Marking of Lime and Limestone Products
air entraining agent shall not be used.
3.1.3 air entraining pozzolanic hydraulic lime with hydrau-
lic cement (PHL -A), n—as PHL with exception that Type SA
1
c c
This test method is under the jurisdiction of ASTM Committee C07 on Lime
hydrated lime of Specification C207 shall be used, or Type NA
and Limestone and is the direct responsibility of Subcommittee C07.02 on
Specifications and Guidelines.
of Specification C207 shall be used if shown not detrimental to
Current edition approved June 1, 2011. Published August 2011. Originally
the soundness of the material. IfType SAorType NAhydrated
approved in 2009. Last previous edition approved in 2010 as C1707 – 10. DOI:
limes are used, an additional air entraining agent shall not be
10.1520/C1707-11.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or used.
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
3.1.4 pozzolanic hydraulic lime (PHL), n—a powder pro-
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. duced by the blending or intergrinding of not less than 25 % by
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C1707−11
binder weight of Specification C207Type S hydrated lime with 5.7 Preparation of Mortar—Mortar, plasters and grout are
one or more pozzolan and inert filler. Type N hydrated lime of specified by volume proportion of the bi
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
Designation:C1707–10 Designation: C1707 – 11
Standard Specification for
1
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
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 PHL —PHL with a maximum 20 % binder weight of hydraulic cement.
c
1.1.3 PHL-A—Air-entrained PHL.
1.1.4 PHL -A—Air-entrained PHL .
c c
1.2 This specification classifies pozzolanic hydraulic lime by minimum hydrated lime content, maximum hydraulic cement
content, and specific performance requirements.
1.3The 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
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
2
2.1 ASTM Standards:
C25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime
C50 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)
C109/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 Limestone
C114 Test Methods for Chemical Analysis of Hydraulic Cement
C150 Specification for Portland Cement
C207 Specification for Hydrated Lime for Masonry Purposes
C266 Test Method for Time of Setting of Hydraulic-Cement Paste by Gillmore Needles
C270 Specification for Mortar for Unit Masonry
C305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
C511 Specification for Mixing Rooms, Moist Cabinets, Moist Rooms, and Water Storage Tanks Used in the Testing of
Hydraulic Cements and Concretes
C595 Specification for Blended Hydraulic Cements
C778 Specification for Sand
C1157 Performance Specification for Hydraulic Cement
IEEE/ASTM SI 10Standard for use of the International System of Units (SI): (the Modern Metric System) Performance
Specification for Hydraulic Cement
3. Terminology
3.1 Definitions:
1
This test method is under the jurisdiction ofASTM Committee C07 on Lime and is the direct responsibility of Subcommittee C07.02 on Specifications and Guidelines.
Current edition approved Dec. 15, 2010.June 1, 2011. Published JanuaryAugust 2011. Originally approved in 2009. Last previous edition approved in 20092010 as
C1707–09.C1707–10. DOI: 10.1520/C1707-101.
2
For referencedASTM standards, visit theASTM website, www.astm.org, or contactASTM Customer Service at service@astm.org. For Annual Book of ASTM Standards
volume information, refer to the standard’s Document Summary page on the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1
---------------------- Page: 1 ----------------------
C1707 – 11
3.1.1 Unless otherwise specified, for definitions of terms used in this standard see Terminology C51.
3.1.2 air entraining pozzolanic hydraulic lime (PHL-A), n—as PHL with the exception that Type SA hydrated lime of
Specification C207, or Type NAof Specification C207 shall be used if shown not detrimental to the soundness of the material. If
Type SA or Type NA hydrated limes are used, an additional air entraining agent shall not be used.
3.1.3 air entraining pozzolanic hydraulic lime with hydraulic cement (PHL -A), n—as PHL with exception that Type SA
c c
hydrated lime of Specification C207 shall be used, or Type NA of Specification C207 shall be used if shown not detrimental to
the soundness of the material. If Type SAor Type NAhydrated limes
...
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