ASTM C615-99

Standard Specification for Granite Dimension Stone

SCOPE
1.1 This specification covers the material characteristics, physical requirements, and sampling appropriate to the selection of granite for general building and structural purposes.  
1.2 Granite dimension stone shall include stone that is sawed, cut, split, or otherwise finished or shaped, and shall specifically exclude molded, cast, or otherwise artificially aggregated units composed of fragments, crushed and broken stone.

General Information

• Status: Historical
• Publication Date: 09-Apr-1999
• ICS: 91.100.15 - Mineral materials and products
• Technical Committee: C18 - Dimension Stone
• Drafting Committee: C18.03 - Material Specifications

Relations

• Replaced By: ASTM C615-03 - Standard Specification for Granite Dimension Stone
• Effective Date: 01-Dec-2003
• Referred By: ASTM C1528/C1528M-20 - Standard Guide for Selection of Dimension Stone
• Effective Date: 10-Apr-1999
• Referred By: ASTM C1401-23 - Standard Guide for Structural Sealant Glazing
• Effective Date: 10-Apr-1999
• Referred By: ASTM C1721-22 - Standard Guide for Petrographic Examination of Dimension Stone
• Effective Date: 10-Apr-1999
• Referred By: ASTM C1242-23 - Standard Guide for Selection, Design, and Installation of Dimension Stone Attachment Systems
• Effective Date: 10-Apr-1999

Standards Content (Sample)

NOTICE: This standard has either been superceded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: C 615 – 99
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
1
Granite Dimension Stone
This standard is issued under the fixed designation C 615; 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 (e) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the Department of Defense.
1. Scope 4.1.2 Curbstone, paving, and landscape features;
4.1.3 Structural components having established dimensions;
1.1 This specification covers the material characteristics,
4.1.4 Grade separations and retaining walls; and
physical requirements, and sampling appropriate to the selec-
4.1.5 Monuments.
tion of granite for general building and structural purposes.
1.2 Granite dimension stone shall include stone that is
5. Physical Properties
sawed, cut, split, or otherwise finished or shaped, and shall
5.1 Granite supplied under this specification shall conform
specifically exclude molded, cast, or otherwise artificially
to the physical requirements prescribed in Table 1. See 5.1.2
aggregated units composed of fragments, crushed and broken
for possible variations from this table.
stone.
5.1.1 The minimum compressive strength, flexural strength,
2. Referenced Documents and modulus of rupture shall be based upon the minimum
average strength of specimens tested in four conditions: wet or
2.1 ASTM Standards:
dry and parallel or perpendicular to rift.
C 97 Test Methods for Absorption and Bulk Specific Grav-
2
5.1.2 The physical properties given in Table 1 represent
ity of Dimension Stone
properties of granite that have a history of successful use for
C 99 Test Method for Modulus of Rupture of Dimension
2
general building and structural purposes. Granite with strength
Stone
2 or abrasion resistance less than the minimum values prescribed
C 119 Terminology Relating to Dimension Stone
in Table 1 may be used provided that competent engineering
C 170 Test Method for Compressive Strength of Dimension
2
authority has evaluated relevant characteristics of the granite.
Stone
This evaluation shall consider both structural effects and
C 241 Test Method for Abrasion Resistance of Stone Sub-
2
material characteristics such as durability, permanent volume
jected to Foot Traffic
change, modulus of elasticity. thermal expansion, and the like.
C 880 Test Method for Flexural Strength of Dimension
2
5.2 Granite shall be sound, durable, and free of spalls,
Stone
cracks, open seams, pits, or other defects that are likely to
C 1353 Test Method Using the Taber Abraser for Abrasion
2
impair its structural integrity in its intended use.
Resistance of Dimension Stone Subjected to Foot Traffic
5.3 Granite shall be free of minerals that may cause objec-
3. Terminology
tionable staining under normal environments of use.
5.4 The desired color and texture, with their permissible
3.1 Definitions—All definitions are in accordance with Ter-
natural variations in material characteristics for all material to
minology C 119.
be produced for the
...