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ASTM A709/A709M-01be1

(Specification)

Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges

Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges

SCOPE
1.1 This specification covers carbon and high-strength low-alloy steel structural shapes, plates, and bars and quenched and tempered alloy steel for structural plates intended for use in bridges. Seven grades are available in four yield strength levels as follows: Grade U.S. [SI]  Yield Strength, ksi: [MPa] 36 [250] 36 [250] 50 [345] 50 [345] 50S[345W] 50 [345] HPS 50W [HPS 345W]50 [345] HPS 70W [HPS 485W]70 [485] 100 [690] 100 [690] 100W [690W] 100 [690]  
1.1.1 Grades 36 [250], 50 [345], 50S [345W], 100 [690], and 100W [690W] are also included in Specifications A 36/A 36M, A 572/A 572M, A 992/A 992M, A 588/A 588M, and A 514/A 514M, respectively. When the supplementary requirements of this specification are specified, they exceed the requirements of Specifications A 36/A 36M, A 572/A 572M, A 992/A 992M, A 588/A 588M, and A 514/A 514M.
1.1.2 Grades 50W [345W], HPS 50W [HPS 345], HPS 70W [HPS 485W], and 100W [690W] have enhanced atmospheric corrosion resistance (see 11.1.2). Product availability is shown in .
1.2 Grade HPS 70W [HPS 485W], 100 [690], or 100W [690W] shall not be substituted for Grades 36 [250], 50 [345], 50S [345S], 50W [345W], or HPS 50W [HPS 345W]. Grade 50W [345W], or HPS 50W [HPS 345W] shall not be substituted for Grades 36 [250], 50 [345] or 50S [345S] without agreement between the purchaser and the supplier.
1.3 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 A 6/A 6M for information on weldability.
1.4 Supplementary requirements are available but shall apply only when specified by the purchaser at the time of ordering.
1.5 The values stated in either inch-pound units or SI units are to be regarded 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 this specification.
1.6 For structural products cut from coiled product, the additional requirements, including additional testing requirements and the reporting of additional test results, of Specification A 6/A 6M apply.

General Information

Status
Historical
Publication Date
09-Oct-2001
Technical Committee
A01 - Steel, Stainless Steel and Related Alloys
Drafting Committee
A01.02 - Structural Steel for Bridges, Buildings, Rolling Stock and Ships
Current Stage
Ref Project

Relations

Replaces
ASTM A709/A709M-01b - Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges
Effective Date
10-Oct-2001
Referred By
ASTM A1065/A1065M-18 - Standard Specification for Cold-Formed Electric-Fusion (Arc) Welded High-Strength Low–Alloy Structural Tubing in Shapes, with 50 ksi [345 MPa] Minimum Yield Point
Effective Date
10-Oct-2001
Referred By
ASTM D5977-23 - Standard Specification for High Load Rotational Spherical Bearings for Bridges and Structures
Effective Date
10-Oct-2001
Referred By
ASTM D8507-23 - Standard Specification for High Load Multi-Rotational Disc Bearings for Bridges and Structures
Effective Date
10-Oct-2001
Referred By
ASTM A786/A786M-15(2021) - Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates
Effective Date
10-Oct-2001
Referred By
ASTM G101-04(2020) - Standard Guide for Estimating the Atmospheric Corrosion Resistance of Low-Alloy Steels
Effective Date
10-Oct-2001

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ASTM A709/A709M-01be1 - Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for BridgesASTM A709/A709M-01be1 - Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges
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ASTM A709/A709M-01be1 - Standard Specification for Carbon and High-Strength Low-Alloy Structural Steel Shapes, Plates, and Bars and Quenched-and-Tempered Alloy Structural Steel Plates for Bridges
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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.
e1
Designation: A 709/A 709M – 01b
Standard Specification for
Carbon and High-Strength Low-Alloy Structural Steel
Shapes, Plates, and Bars and Quenched-and-Tempered
1
Alloy Structural Steel Plates for Bridges
This standard is issued under the fixed designation A 709/A 709M; 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.
1
e NOTE—An editorial change was made in Table 7 in March 2002.
1. Scope tion A 6/A 6M for information on weldability.
1.4 Supplementary requirements are available but shall
1.1 This specification covers carbon and high-strength low-
apply only when specified by the purchaser at the time of
alloy steel structural shapes, plates, and bars and quenched and
ordering.
tempered alloy steel for structural plates intended for use in
1.5 The values stated in either inch-pound units or SI units
bridges. Eight grades are available in four yield strength levels
are to be regarded as standard. Within the text, the SI units are
as follows:
shown in brackets. The values stated in each system are not
Grade U.S. [SI] Yield Strength, ksi [MPa]
exact equivalents; therefore, each system must be used inde-
36 [250] 36 [250]
pendently of the other. Combining values from the two systems
50 [345] 50 [345]
50S [345S] 50 [345] may result in nonconformance with this specification.
50W [345W] 50 [345]
1.6 For structural products cut from coiled product, the
HPS 50W [HPS 345W] 50 [345]
additional requirements, including additional testing require-
HPS 70W [HPS 485W] 70 [485]
100 [690] 100 [690] ments and the reporting of additional test results, of Specifi-
100W [690W] 100 [690]
cation A 6/A 6M apply.
1.1.1 Grades 36 [250], 50 [345], 50S [345S], 50W [345W],
2. Referenced Documents
100 [690], and 100W [690W] are also included in Specifica-
2.1 ASTM Standards:
tions A 36/A 36M, A 572/A 572M, A 992/A 992M, A 588/A
A 6/A 6M Specification for General Requirements for
588M, and A 514/A 514M, respectively. When the supplemen-
Rolled Structural Steel Bars, Plates, Shapes, and Sheet
tary requirements of this specification are specified, they
2
Piling
exceed the requirements of Specifications A 36/A 36M,
2
A 36/A 36M Specification for Carbon Structural Steel
A 572/A 572M, A 992/A 992M, A 588/A 588M, and A 514/A
A 370 Test Methods and Definitions for Mechanical Testing
514M.
3
of Steel Products
1.1.2 Grades 50W [345W], HPS 50W [HPS 345], HPS 70W
A 435/A 435M Specification for Straight-Beam Ultrasonic
[HPS 485W], and 100W [690W] have enhanced atmospheric
2
Examination of Steel Plates
corrosion resistance (see 11.1.2). Product availability is shown
A 514/A 514M Specification for High-Yield-Strength,
in Table 1.
Quenched and Tempered Alloy Steel Plate, Suitable for
1.2 Grade HPS 70W [HPS 485W], 100 [690], or 100W
2
Welding
[690W] shall not be substituted for Grades 36 [250], 50 [345],
A 572/A 572M Specification for High-Strength Low-Alloy
50S [345S], 50W [345W], or HPS 50W [HPS 345W]. Grade
2
Columbium-Vanadium Structural Steel
50W [345W], or HPS 50W [HPS 345W] shall not be substi-
A 588/A 588M Specification for High-Strength Low-Alloy
tuted for Grades 36 [250], 50 [345] or 50S [345S] without
Structural Steel with 50 ksi (345 MPa) Minimum Yield
agreement between the purchaser and the supplier.
2
Point to 4 in. (100 mm) Thick
1.3 When the steel is to be welded, it is presupposed that a
A 673/A 673M Specification for Sampling Procedure for
welding procedure suitable for the grade of steel and intended
2
Impact Testing of Structural Steel
use or service will be utilized. See Appendix X3 of Specifica-
A 992/A 992M Specification for Steel for Structural Shapes
2
for Use in Building Framing
1
This specification is under the jurisdiction of ASTM Committee A01 on Steel,
Stainless Steel, and Related Alloys and is the direct responsibility of Subcommittee
A01.02 on Structural Steel for Bridges, Buildings, Rolling Stock, and Ships.
2
Current edition approved Oct. 10, 2001. Published January 2002. Originally Annual Book of ASTM Standards, Vol 01.04.
3
published as A 709 – 74. Last previous edition A 709/A 709M– 01a. Annual Book of ASTM Standards, Vol 01.03.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
1

---------------------- Page: 1 ----------------------
A 709/A 709M
A
TABLE 1 Tensile and Hardness Requirements
NOTE 1— Where “. . .” appears in this table, there is no requirement.
Minimum Elongation, %
Yield Point
Reduc- Brinell
E,C E
or Yield Tensile Plates and Bars Shapes
Plate Thickness, Structural Shapes tion of Hard-
B
Grade Strength, Strength,
C,D
in. [mm] Groups 8 in.
...

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This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, and UNS R30556 nickel alloy billets and bars for reforging. The products shall be hot worked from ingots by rolling, forging, extruding, hammering, or pressing. The material shall conform to the chemical composition requirements prescribed by the reference material. The chemical composition of the material shall be determined by chemical analysis in accordance with test method E1473.
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1.1 This specification covers UNS N06002, UNS N06030, UNS N06035, UNS N06022, UNS N06200, UNS N10362, UNS N06230, UNS N06600, UNS N06617, UNS N06625, UNS N08020, UNS N08026, UNS N08024, UNS N08120, UNS N08926, UNS N08367, UNS N10242, UNS N10276, UNS N10665, UNS N10675, UNS N12160, UNS R20033, UNS N06059, UNS N06686, UNS N10629, UNS N08031, UNS N06045, UNS N06025, UNS N06699, and UNS R305562 billets and bars for reforging.  
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1.4 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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    5 pages
    English language
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  • Technical specification
    5 pages
    English language
    sale 15% off