ASTM C1707-18
(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 The values stated in SI units are to be regarded as standard.
1.3 This specification classifies pozzolanic hydraulic lime by minimum hydrated lime content, maximum hydraulic cement content, and specific performance requirements.
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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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.
Designation: C1707 − 18
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 C50/C50M Practice for Sampling, Sample Preparation,
Packaging, and Marking of Lime and Limestone Products
1.1 This standard covers four types of pozzolanic hydraulic
C51 Terminology Relating to Lime and Limestone (as Used
lime for structural purposes which include use in mortar,
by the Industry)
scratch, brown, and finish (stucco) coats of interior or exterior
C109/C109M Test Method for Compressive Strength of
plaster.
Hydraulic Cement Mortars (Using 2-in. or [50 mm] Cube
1.1.1 PHL—Pozzolanic hydraulic lime for use in mortar,
Specimens)
scratch, brown, and finish (stucco) coats of interior or exterior
C110 Test Methods for Physical Testing of Quicklime,
plaster.
Hydrated Lime, and Limestone
1.1.2 PHL —PHL with a maximum 20 % binder weight of
c
C114 Test Methods for Chemical Analysis of Hydraulic
hydraulic cement.
Cement
1.1.3 PHL-A—Air-entrained PHL.
C150/C150M Specification for Portland Cement
1.1.4 PHL -A—Air-entrained PHL .
c c
C207 Specification for Hydrated Lime for Masonry Pur-
1.2 The values stated in SI units are to be regarded as
poses
standard.
C266 Test Method for Time of Setting of Hydraulic-Cement
Paste by Gillmore Needles
1.3 This specification classifies pozzolanic hydraulic lime
by minimum hydrated lime content, maximum hydraulic ce- C270 Specification for Mortar for Unit Masonry
C305 Practice for Mechanical Mixing of Hydraulic Cement
ment content, and specific performance requirements.
Pastes and Mortars of Plastic Consistency
1.4 This standard does not purport to address all of the
C511 Specification for Mixing Rooms, Moist Cabinets,
safety concerns, if any, associated with its use. It is the
Moist Rooms, and Water Storage Tanks Used in the
responsibility of the user of this standard to establish appro-
Testing of Hydraulic Cements and Concretes
priate safety, health, and environmental practices and deter-
C595/C595M Specification for Blended Hydraulic Cements
mine the applicability of regulatory limitations prior to use.
C778 Specification for Standard Sand
1.5 This international standard was developed in accor-
C1157/C1157M Performance Specification for Hydraulic
dance with internationally recognized principles on standard-
Cement
ization established in the Decision on Principles for the
Development of International Standards, Guides and Recom-
3. Terminology
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 NA of Specification C207 shall be
Quicklime, and Hydrated Lime
used if shown not detrimental to the soundness of the material.
If Type SA or Type NA hydrated limes are used, an additional
1 air entraining agent shall not be used.
This test method is under the jurisdiction of ASTM Committee C07 on Lime
and Limestone and is the direct responsibility of Subcommittee C07.02 on
3.1.3 air entraining pozzolanic hydraulic lime with hydrau-
Specifications and Guidelines.
lic cement (PHL -A), n—as PHL with exception that Type SA
c c
Current edition approved Oct. 1, 2018. Published November 2018. Originally
hydrated lime of Specification C207 shall be used, or Type NA
approved in 2009. Last previous edition approved in 2011 as C1707 – 11. DOI:
10.1520/C1707-18.
of Specification C207 shall be used if shown not detrimental to
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
the soundness of the material. If Type SA or Type NA hydrated
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
limes are used, an additional air entraining agent shall not be
Standards volume information, refer to the standard’s Document Summary page on
the ASTM website. used.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C1707 − 18
2
3.1.4 pozzolanic hydraulic lime (PHL), n—a powder pro- comple
...
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 − 11 C1707 − 18
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 The values stated in SI units are to be regarded as standard.
1.3 This specification classifies pozzolanic hydraulic lime by minimum hydrated lime content, maximum hydraulic cement
content, and specific performance requirements.
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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
1.5 This international standard was developed in accordance with internationally recognized principles on standardization
established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued
by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
2. Referenced Documents
2
2.1 ASTM Standards:
C25 Test Methods for Chemical Analysis of Limestone, Quicklime, and Hydrated Lime
C50C50/C50M 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
C150C150/C150M 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
C595C595/C595M Specification for Blended Hydraulic Cements
C778 Specification for Standard Sand
C1157C1157/C1157M Performance Specification for Hydraulic Cement
1
This test method is under the jurisdiction of ASTM Committee C07 on Lime and Limestone and is the direct responsibility of Subcommittee C07.02 on Specifications
and Guidelines.
Current edition approved June 1, 2011Oct. 1, 2018. Published August 2011November 2018. Originally approved in 2009. Last previous edition approved in 20102011 as
C1707 – 10.C1707 – 11. DOI: 10.1520/C1707-11.10.1520/C1707-18.
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or contact ASTM 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 − 18
3. Terminology
3.1 Definitions:
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 NA of 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 detriment
...
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