ASTM A710/A710M-01

Standard Specification for Age-Hardening Low-Carbon Nickel-Copper-Chromium-Molybdenum-Columbium Alloy Structural Steel Plates

SCOPE
1.1 This specification covers low-carbon age-hardening nickel - copper - chromium - molybdenum - columbium alloy steel plates for general applications.
1.2 One grade with three different conditions is provided as follows:Grade and ClassConditionGrade A, Class 1 as-rolled and precipitation heat treatedGrade A, Class 2normalized and precipitation heat treatedGrade A, Class 3 quenched and precipitation heat treated
1.3 Grade A provides minimum yield strength levels ranging from 50 to 85 ksi [345 to 585 MPa], depending on thickness and condition.
1.4 Grade A, Class 1, plates are limited to a maximum thickness of 3/4 in. [20 mm]. The maximum thickness of Grade A, Classes 2 and 3, is limited only by the capacity of the composition to meet the specified mechanical property requirements; however, current practice normally limits the maximum thickness to 8 in. [200 mm].
1.5 Mandatory notch toughness requirements are specified for Grade A, Class 1.
1.6 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.7 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.

General Information

• Status: Historical
• Publication Date: 09-Sep-2001
• ICS: 77.080.20 - Steels
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.02 - Structural Steel for Bridges, Buildings, Rolling Stock and Ships

Relations

• Replaces: ASTM A710/A710M-00 - Standard Specification for Age-Hardening Low-Carbon Nickel-Copper-Chromium-Molybdenum-Columbium Alloy Structural Steel Plates
• Effective Date: 10-Sep-2001
• Replaced By: ASTM A710/A710M-02 - Standard Specification for Precipitation-Strengthened Low-Carbon Nickel-Copper-Chromium-Molybdenum-Columbium Alloy Structural Steel Plates
• Effective Date: 10-Sep-2002

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the latest information.
Designation: A 710/A 710M – 01
Standard Specification for
Age-Hardening Low-Carbon Nickel-Copper-Chromium-
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Molybdenum-Columbium Alloy Structural Steel Plates
This standard is issued under the fixed designation A 710/A 710M; 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 Rolled Structural Steel Bars, Plates, Shapes, and Sheet
2
Piling
1.1 This specification covers low-carbon age-hardening
A 673/A 673M Specification for Sampling Procedure for
nickel - copper - chromium - molybdenum - columbium alloy
2
Impact Testing of Structural Steel
steel plates for general applications.
1.2 One grade with three different conditions is provided as
3. Terminology
follows:
3.1 Definitions of Terms Specific to This Standard:
Grade and Class Condition
3.1.1 precipitation heat treatment—a sub-critical tempera-
Grade A, Class 1 as-rolled and precipitation heat treated
Grade A, Class 2 normalized and precipitation heat treated
ture thermal treatment performed to cause precipitation of
Grade A, Class 3 quenched and precipitation heat treated
submicroscopical constituents, etc., so as to result in enhance-
1.3 Grade A provides minimum yield strength levels rang- ment of some desirable property.
ing from 50 to 85 ksi [345 to 585 MPa], depending on 3.1.2 soak—to hold at temperature after the material has
thickness and condition. attained the temperature throughout.
1.4 Grade A, Class 1, plates are limited to a maximum
4. General Requirements for Delivery
3
thickness of ⁄4 in. [20 mm]. The maximum thickness of Grade
A, Classes 2 and 3, is limited only by the capacity of the 4.1 Material furnished under this specification shall con-
form to the requirements of the current edition of Specification
composition to meet the specified mechanical property require-
ments; however, current practice normally limits the maximum A 6/A 6M, for the ordered material, unless a conflict exists in
which case this specification shall prevail.
thickness to 8 in. [200 mm].
1.5 Mandatory notch toughness requirements are specified
5. Materials and Manufacture
for Grade A, Class 1.
5.1 The steel shall be made to fine grain practice.
1.6 When the steel is to be welded, it is presupposed that a
welding procedure suitable for the grade of steel and intended
6. Heat Treatment
use or service will be utilized. See Appendix X3 of Specifica-
6.1 Grade A, Class 1 material shall be precipitation heat
tion A 6/A 6M for information on weldability.
treated in the temperature range from 1000 to 1300°F [540 to
1.7 The values stated in either inch-pound units or SI units
705°C] for a time to be determined by the material manufac-
are to be regarded separately as standard. Within the text, the
turer.
SI units are shown in brackets. The values stated in each
6.2 Grade A, Class 2 material shall be normalized at a
system are not exact equivalents; therefore, each system must
temperature in the range from 1600 to 1700°F [870 to 930°C]
be used independently of the other. Combining values from the
and then precipitation heat treated at a temperature in the range
two systems may result in nonconformance with the specifi-
from 1000 to 1300°F [540 to 705°C] for a time to be
cation.
determined by the material manufacturer.
2. Referenced Documents
6.3 Grade A, Class 3 material shall be quenched in water or
oil from a temperature in the range from 1600 to 1700°F [870
2.1 ASTM Standards:
to 930°C] and then precipitation heat treated at a temperature
A 6/A 6M Specification for General Requirements for
in the range from 1000 to 1300°F [540 to 705°C] for a time to
be determined by the material manufacturer.
6.4 If the purchaser elects to perform the thermal (heat)
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
treatment, the material shall be accepted on the basis of mill
Stainless Steel, and Related Alloys and is the direct responsibility of Subcommittee
tests from test coupons heat treated in accordance with the
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
Current edition approved Sept. 10, 2001. Published September 2001. Originally
published as A 710 – 74. Last previous edition A 710/A 710M – 00.
2
Annual Book of ASTM Standards, Vol 01.04.
Copyright © ASTM, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959, United States.
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NOTICE: This standard has either been superseded and replaced by a new version or discontinued.
Contact ASTM International (www.astm.org) for the late
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