ASTM C1713-15
(Specification)Standard Specification for Mortars for the Repair of Historic Masonry
Standard Specification for Mortars for the Repair of Historic Masonry
SCOPE
1.1 This specification covers mortar for the repair of masonry that was constructed with methods and materials that pre-date the origination of current standards of construction that are compatible with it. The mortar may be used for non-structural purposes such as repointing of the masonry, or for structural purposes such as, but not restricted to, re-construction or repair of mortar joints that contribute to the structural integrity of the masonry.
1.2 Masonry includes the following units laid in mortar: (1) cast stone, (2) clay masonry unitsbrick and clay tile, (3) concrete masonry units, (4) natural stone, and (5) terra cotta.
1.3 This specification may be used to pre-qualify mortar for a project.
1.4 Mortars tested using this specification are laboratory-prepared mortars and do not represent in-place, site mortars.
1.5 Use of this specification should be based on a thorough understanding of the function, maintenance, and repair requirements for the preservation and continued performance of the masonry in the context of the building structure and long-term performance. The user of this specification is responsible for examining all criteria and selecting the appropriate mortar formulation and properties required.
1.6 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.
1.7 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:C1713 −15
Standard Specification for
1
Mortars for the Repair of Historic Masonry
This standard is issued under the fixed designation C1713; 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 2. Referenced Documents
2
1.1 This specification covers mortar for the repair of ma- 2.1 ASTM Standards:
C5 Specification for Quicklime for Structural Purposes
sonry that was constructed with methods and materials that
C10 Specification for Natural Cement
pre-date the origination of current standards of construction
C61 Specification for Gypsum Keene’s Cement
that are compatible with it. The mortar may be used for
C91 Specification for Masonry Cement
non-structural purposes such as repointing of the masonry, or
C109/C109M Test Method for Compressive Strength of
for structural purposes such as, but not restricted to, re-
Hydraulic Cement Mortars (Using 2-in. or [50-mm] Cube
construction or repair of mortar joints that contribute to the
Specimens)
structural integrity of the masonry.
C110 Test Methods for Physical Testing of Quicklime,
1.2 Masonry includes the following units laid in mortar: (1)
Hydrated Lime, and Limestone
cast stone, (2) clay masonry unitsbrick and clay tile, (3)
C136 Test Method for Sieve Analysis of Fine and Coarse
concrete masonry units, (4) natural stone, and (5) terra cotta.
Aggregates
C141 Specification for Hydraulic Hydrated Lime for Struc-
1.3 This specification may be used to pre-qualify mortar for
tural Purposes
a project.
C144 Specification for Aggregate for Masonry Mortar
C150 Specification for Portland Cement
1.4 Mortars tested using this specification are laboratory-
C207 Specification for Hydrated Lime for Masonry Pur-
prepared mortars and do not represent in-place, site mortars.
poses
1.5 Use of this specification should be based on a thorough
C216 Specification for Facing Brick (Solid Masonry Units
understandingofthefunction,maintenance,andrepairrequire-
Made from Clay or Shale)
ments for the preservation and continued performance of the
C270 Specification for Mortar for Unit Masonry
masonry in the context of the building structure and long-term
C305 Practice for Mechanical Mixing of Hydraulic Cement
performance. The user of this specification is responsible for
Pastes and Mortars of Plastic Consistency
examining all criteria and selecting the appropriate mortar C511 Specification for Mixing Rooms, Moist Cabinets,
formulation and properties required. Moist Rooms, and Water Storage Tanks Used in the
Testing of Hydraulic Cements and Concretes
1.6 The values stated in inch-pound units are to be regarded
C595 Specification for Blended Hydraulic Cements
as standard. The values given in parentheses are mathematical
C780 Test Method for Preconstruction and Construction
conversions to SI units that are provided for information only
Evaluation of Mortars for Plain and Reinforced Unit
and are not considered standard.
Masonry
C948 Test Method for Dry and Wet Bulk Density, Water
1.7 This standard does not purport to address all of the
Absorption, and Apparent Porosity of Thin Sections of
safety concerns, if any, associated with its use. It is the
Glass-Fiber Reinforced Concrete
responsibility of the user of this standard to establish appro-
C979 Specification for Pigments for Integrally Colored Con-
priate safety and health practices and determine the applica-
crete
bility of regulatory limitations prior to use.
C1072 Test Methods for Measurement of Masonry Flexural
Bond Strength
1
This specification is under the jurisdiction of ASTM Committee C12 on
Mortars and Grouts for Unit Masonry and is the direct responsibility of Subcom-
2
mittee C12.03 on Specifications for Mortars. For referenced ASTM standards, visit the ASTM website, www.astm.org, or
Current edition approved Dec. 1, 2015. Published January 2016. Originally contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
approved in 2010. Last previous edition approved in 2012 as C1713 – 12. DOI: Standards volume information, refer to the standard’s Document Summary page on
10.1520/C1713–15. the ASTM website.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1
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C1713−15
C1093 Practice for Accreditation of Testing Agencies for 3.3.6 total porosity, n—volume percentage of all pores or
Masonry void space in the mortar at the specified curing time (CT).
C1157 Performance Specification for Hydraulic Cement 3.3.7 water retention, n—as defined in Terminology C1180.
C1180 Terminology of Mortar and Grout for Uni
...
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: C1713 − 12 C1713 − 15
Standard Specification for
1
Mortars for the Repair of Historic Masonry
This standard is issued under the fixed designation C1713; 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 specification covers mortar for the repair of masonry that was constructed with methods and materials that pre-date the
origination of current standards of construction that are compatible with it. The mortar may be used for non-structural purposes
such as repointing of the masonry, or for structural purposes such as, but not restricted to, re-construction or repair of mortar joints
that contribute to the structural integrity of the masonry.
1.2 Masonry includes the following units laid in mortar: (1) cast stone, (2) clay masonry unitsbrick and clay tile, (3) concrete
masonry units, (4) natural stone, and (5) terra cotta.
1.3 This specification may be used to pre-qualify mortar for a project.
1.4 Mortars tested using this specification are laboratory-prepared mortars and do not represent in-place, site mortars.
1.5 Use of this specification should be based on a thorough understanding of the function, maintenance, and repair requirements
for the preservation and continued performance of the masonry in the context of the building structure and long-term performance.
The user of this specification is responsible for examining all criteria and selecting the appropriate mortar formulation and
properties required.
1.6 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.
1.7 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:
C5 Specification for Quicklime for Structural Purposes
C10 Specification for Natural Cement
C61 Specification for Gypsum Keene’s Cement
C91 Specification for Masonry Cement
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
C136 Test Method for Sieve Analysis of Fine and Coarse Aggregates
C141 Specification for Hydraulic Hydrated Lime for Structural Purposes
C144 Specification for Aggregate for Masonry Mortar
C150 Specification for Portland Cement
C207 Specification for Hydrated Lime for Masonry Purposes
C216 Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale)
C270 Specification for Mortar for Unit Masonry
C305 Practice for Mechanical Mixing of Hydraulic Cement Pastes and Mortars of Plastic Consistency
1
This specification is under the jurisdiction of ASTM Committee C12 on Mortars and Grouts for Unit Masonry and is the direct responsibility of Subcommittee C12.03
on Specifications for Mortars.
Current edition approved June 1, 2012Dec. 1, 2015. Published July 2012January 2016. Originally approved in 2010. Last previous edition approved in 20112012 as
C1713 – 11.C1713 – 12. DOI: 10.1520/C1713–12.10.1520/C1713–15.
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 ----------------------
C1713 − 15
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
C780 Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry
C948 Test Method for Dry and Wet Bulk Density, Water Absorption, and Apparent Porosity of Thin Sections of Glass-Fiber
Reinforced Concrete
C979 Specification for Pigments for Integrally Colored Concrete
C1072 Test Methods for Measurement of Masonry Flexural Bond Strength
...
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