ASTM A1005/A1005M-00(2010)

Standard Specification for Steel Line Pipe, Black, Plain End, Longitudinal and Helical Seam, Double Submerged-Arc Welded (Withdrawn 2014)

ABSTRACT
This specification covers double submerged-arc welded, black, plain end steel pipes for use in the conveyance of fluids under pressure. The pipes shall be capable of being welded in the field. Skelp widths for helical seam pipe shall be neither less than 0.8 nor more than 3.0 times the pipe's specified outside diameter. Skelp end welds shall not be permitted in finished pipe, except for helical seam pipe having its skelp end welds manufactured by double submerged-arc welding. For such pipes, skelp ends shall have been properly prepared for welding. The specimens shall undergo the following tests: tension test, guided bend test, Charpy V-notch test, and hydrostatic test. After hydrostatic test, nondestructive examinations by ultrasonic inspection shall be done.
SCOPE
1.1 This specification covers double submerged-arc welded, black, plain end steel pipe for use in the conveyance of fluids under pressure. Pipe in sizes NPS 16 and larger, as given in ASME B36.10, are included; pipe having other dimensions, in this size range, are permitted, provided such pipe complies with all other requirements of this specification.
1.2 It is intended that pipe be capable of being welded in the field when welding procedures in accordance with the requirements of the applicable pipeline construction code are used.
1.3 The values stated in either inch-pound units or in SI units are to be regarded separately as standard. The values in each system are not exact equivalents, therefore, each system is to be used independently of the other, without combining values in any way.
1.4 The following precautionary statement pertains to the test method portion, Section 14 of this specification:  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.
WITHDRAWN RATIONALE
This specification covered double submerged-arc welded, black, plain end steel pipe for use in the conveyance of fluids under pressure. Pipe in sizes NPS 16 and larger, as given in ASME B36.10, were included; pipe having other dimensions, in this size range, were permitted, provided such pipe complied with all other requirements of the specification.
Formerly under the jurisdiction of Committee A01 on Steel, Stainless Steel and Related Alloys, this specification was withdrawn in October 2014. This standard is being withdrawn without replacement due to its limited use by industry.

General Information

• Status: Withdrawn
• Publication Date: 31-Mar-2010
• Withdrawal Date: 15-Oct-2014
• ICS: 23.040.10 - Iron and steel pipes
• Technical Committee: A01 - Steel, Stainless Steel and Related Alloys
• Drafting Committee: A01.09 - Carbon Steel Tubular Products

Relations

• Replaces: ASTM A1005/A1005M-00(2004) - Standard Specification for Steel Line Pipe, Black, Plain End, Longitudinal and Helical Seam, Double Submerged-Arc Welded
• Effective Date: 01-Apr-2010

Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation:A1005/A1005M −00(Reapproved 2010)
Standard Specification for
Steel Line Pipe, Black, Plain End, Longitudinal and Helical
Seam, Double Submerged-Arc Welded
This standard is issued under the fixed designation A1005/A1005M; 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 A751Test Methods, Practices, and Terminology for Chemi-
cal Analysis of Steel Products
1.1 Thisspecificationcoversdoublesubmerged-arcwelded,
A941TerminologyRelatingtoSteel,StainlessSteel,Related
black, plain end steel pipe for use in the conveyance of fluids
Alloys, and Ferroalloys
under pressure. Pipe in sizes NPS 16 and larger, as given in
2.2 ASME Standards:
ASME B36.10, are included; pipe having other dimensions, in
ASME B36.10Welded and Seamless Wrought Steel Pipe
this size range, are permitted, provided such pipe complies
ASME Boiler and Pressure Vessel Code, Section VIII,
with all other requirements of this specification.
Unfired Pressure Vessels
1.2 Itisintendedthatpipebecapableofbeingweldedinthe
ASMEBoiler and Pressure Vessel Code, Section IX, Weld-
field when welding procedures in accordance with the require-
ing and Brazing Qualifications
ments of the applicable pipeline construction code are used.
2.3 API Publications:
1.3 The values stated in either inch-pound units or in SI
API RP 5L3Recommended Practice for Conducting Drop-
units are to be regarded separately as standard. The values in
Weight Tear Tests on Line Pipe
eachsystemarenotexactequivalents,therefore,eachsystemis
API Standard 1104Welding of Pipelines and Related Facili-
to be used independently of the other, without combining
ties
values in any way.
1.4 The following precautionary statement pertains to the
3. Terminology
test method portion, Section 14 of this specification:This
3.1 Definitions of Terms Specific to This Standard:
standard does not purport to address all of the safety concerns,
3.1.1 double submerged-arc welding, n—a welding process
if any, associated with its use. It is the responsibility of the user
that produces coalescence of metals by heating them with an
of this standard to establish appropriate safety and health
arcofarcsbetweenabaremetalelectrodeorelectrodesandthe
practices and determine the applicability of regulatory limita-
workpieces,usingatleastonepassfromtheinsideandatleast
tions prior to use.
onepassfromtheoutsidetomakethelongitudinal,helical,and
skelpendweldseams,whicheverareapplicable,thearcorarcs
2. Referenced Documents
and the molten metal are shielded by a blanket of granular,
2.1 ASTM Standards:
fusible material on the work pieces.
A370Test Methods and Definitions for Mechanical Testing
3.1.2 jointer, n—notmorethanthreelengthsofpipecircum-
of Steel Products
ferentially welded together to produce a single length that
A450/A450MSpecification for General Requirements for
complies with the length provisions of this specification.
Carbon and Low Alloy Steel Tubes
3.1.3 skelp, n—the flat rolled product intended to be formed
A530/A530MSpecification for General Requirements for
into pipe.
Specialized Carbon and Alloy Steel Pipe
3.1.4 skelp end, n—theweldjoiningtheendsoftwolengths
of skelp.
3.1.5 specified outside diameter, n—the outside diameter
This specification is under the jurisdiction ofASTM Committee A01 on Steel,
Stainless Steel and RelatedAlloys and is the direct responsibility of Subcommittee
shown in ASME B36.10 or that stated on the order.
A01.09 on Carbon Steel Tubular Products.
Current edition approved April 1, 2010. Published August 2010. Originally
approved in 2000. Last previous edition approved in 2004 as A1005/
A1005M–00(2004). DOI: 10.1520/A1005_A1005M-00R10. Available from American Society of Mechanical Engineers (ASME), ASME
For referenced ASTM standards, visit the ASTM website, www.astm.org, or International Headquarters, Three Park Ave., New York, NY 10016-5990, http://
contact ASTM Customer Service at [e-mail]. For Annual Book of ASTM www.asme.org.
Standards volume information, refer to the standard’s Document Summary page on Available from American Petroleum Institute (API), 1220 L. St., NW,
the ASTM website. Washington, DC 20005-4070, http://www.api.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
A1005/A1005M−00 (2010)
3.1.6 test lot, n—a quantity of pipe of the same ordered 6 in. [150 mm] between the skelp end weld and the helical
diameter, heat, and wall thickness. seam weld at the applicable pipe ends.
3.2 Definitions—For definitions of other terms used in this
7. Chemical Composition
specification, refer to Terminology A941.
7.1 The steel for any grade shall contain no more than
0.16% carbon, by heat and product analyses.
4. General Requirements
7.2 Thesteelshallcontainnomorethan0.0007%boron,by
4.1 Pipe furnished under this specification shall conform to
heat analysis.
the applicable requirements of Specification A530/A530M
unless otherwise provided herein.
7.3 The carbon equivalent (CE) shall not exceed 0.40%,
calculated from any reported product analysis using the fol-
5. Ordering Information
lowing equation:
5.1 Information items to be considered, if appropriate, for
Mn Si Cu Ni Cr1Mo1V1Cb
CE 5 C1F 1 1 1 1 (1)
inclusion in the purchase order are as follows: F G
6 24 15 20 5
5.1.1 Specification designation and year of issue,
where: F is a compliance factor that is dependent on the
5.1.2 Quantity (feet or metres),
carbon content as follows:
5.1.3 Grade (see Table 1 or 8.5),
5.1.4 Size, either nominal (NPS) or outside diameter and Carbon Content, % F Carbon Content, % F
<0.06 0.53 0.11 0.70
wall thickness,
0.06 0.54 0.12 0.75
5.1.5 Nominal length (see 16.3),
0.07 0.56 0.13 0.80
0.08 0.58 0.14 0.85
5.1.6 Diameter tolerances for pipe larger than NPS 43 (see
0.09 0.62 0.15 0.88
16.4),
0.10 0.66 0.16 0.92
5.1.7 End finish (plain and beveled or special, see 17.1),
7.4 A heat analysis shall be made for each heat of steel
5.1.8 Jointers (See Section 19),
furnished under this specification.
5.1.9 Special requirements,
5.1.10 Supplementary requirements, 7.5 Product analyses shall be made on at least two samples
5.1.11 Charpy V-notch impact energy (see 9.4), and from each heat of steel. Product analysis for boron is not
5.1.12 Bar coding (see 21.2). required.
7.6 Except as provided in 7.5, all analyses shall be in
6. Materials and Manufacture
accordance with Test Methods, Practices, and Terminology
6.1 Skelp widths for helical seam pipe shall be neither less
A751, and shall include all elements required in the carbon
than 0.8 nor more than 3.0 times the pipe’s specified outside
equivalentequationof7.3,inadditiontotitanium,phosphorus,
diameter.
sulfur, and boron.
6.2 The longitudinal, helical, and skelp end welds, which-
7.7 Ifoneorbothoftheproductanalysesrepresentingaheat
ever are applicable, shall be made using welding procedures
failstoconformtothespecifiedrequirements,theheatshallbe
qualified in accordance with the requirements of the ASME
rejected, or analyses shall be made on double the original
Boiler and Pressure Vessel Code, Section IX.
numberoftestsamplesthatfailed,eachofwhichshallconform
to the requirements.
6.3 Skelp end welds shall not be permitted in finished pipe,
except for helical seam pipe having its skelp end welds
8. Tensile Property Requirements
manufactured by double submerged-arc welding. For such
8.1 Except as allowed by 8.5 the material shall conform to
pipe,skelpendsshallhavebeenproperlypreparedforwelding.
the requirements for tensile properties given in Table 1.
Junctions of skelp end welds and helical seam welds shall not
belocatedwithin12in.[300mm]ofpipeendsorjointerwelds.
8.2 The yield strength corresponding to a total extension
Junctions of skelp end welds and jointer welds shall be
under load of 0.5% of the gage length shall be determined.
separated by a minimum circumferential distance of 6 in. [150
8.3 Atestspecimentakenacrossthelongitudinal,helical,or
mm] from junctions of the helical seam weld and the jointer
skelp end weld, whichever are applicable, shall show a tensile
weld.Skelpendweldsshallbepermittedatfinishedpipeends,
strength not less than the minimum tensile strength specified
provided that there is a minimum circumferential separation of
forthegradeofpiperequired.Testspecimensshallcontainthe
weld reinforcement and shall exhibit at least 10% elongation
in 2 in. [50 mm].
A
TABLE 1 Tensile Requirements
8.4 Transverse body tension test specimens shall be taken
Grade Yield Strength, min Yield Strength, max Tensile Strength, min
psi MPa psi MPa psi MPa
opposite the weld, for longitudinally welded pipe. For helical
35 35000 [240] 65 000 [450] 60 000 [415]
welded pipe the transverse body tension test shall be taken 90°
50 50000 [345] 77 000 [530] 70 000 [485]
60 60000 [415] 80 000 [550] 75 000 [515] to the axis of the pipe and approximately halfway between
70 70000 [485] 87 000 [600] 80 000 [550]
adjacent weld convolutions.
80 80000 [550] 97 000 [670] 90 000 [620]
A 8.5 Grades intermediate to those given in Table 1 shall be
Yield strength requirements do not apply to transverse weld tests.
furnishedifsospecifiedinthepurchaseorder.Forsuchgrades,
A1005/A1005M−00 (2010)
the permissible yield strength range shall be as given in Table 9.5 All Charpy V-notch testing shall be performed at 32°F
1 for the next higher grade, and the required minimum tensile [0°C], or lower as agreed upon between purchaser and manu-
strength shall exceed the required minimum yield strength by facturer or at the manufacturer’s option.
the same amount as given in Table 1 for the next higher grade.
9.6 Atest of weld and HAZ Charpy V-notch impact energy
properties shall be made on each type (longitudinal, helical, or
8.6 Theratioofyieldstrengthtotensilestrengthforallpipe
skelpend)ofweld.TheCharpyV-notchimpactenergyshallbe
body tests shall not exceed 0.90 for Grades 70 and lower. For
not less than 30 ft-lbf [40 J].
grades higher than Grade 70, the ratio shall not exceed 0.93.
9.7 Each pipe body Charpy V-notch specimen shall exhibit
8.7 Forpipebodytests,theminimumelongationin2in.[50
at least 75% shear area.
mm] for all grades shall be that determined by the following
equation:
10. Guided Bend Test
0.2
A
e 5 C (2) 10.1 Root and face guided bend tests shall be conducted in
0.9
U
accordance with Test Methods A370. The specimens shall not
where:
fracture completely and shall not reveal any cracks or ruptures
in the parent metal, heat affected zone, or fusion line longer
e = minimum elongation in 2 in. [50 mm] in percent,
than ⁄8in.[3mm]anddeeperthan12.5%ofthespecifiedwall
rounded to the nearest percent,
thickness, except that cracks that occur at the edges of the
C = 625 000 [1940],
2 2
A = the lesser of 0.75 in [485 mm ] and the cross-sectional
specimen and are less than ⁄4 in. [6 mm] long shall not be
area of the tension test specimen, calculated using the cause for rejection, regardless of depth.
specified width of the test specimen and the specified
11. Hydrostatic Test
wall thickness of the pipe, with the calculated value
2 2
rounded to the nearest 0.01 in [1 mm ], and
11.1 Each length of pipe shall be subjected to the hydro-
U = specified minimum tensile strength, psi [MPa].
statictestwithoutleakagethroughthewall,exceptthatjointers
that are comprised of segments that have passed hydrostatic
9. Charpy V-Notch Test
testing need not be hydrostatically tested.
9.1 Except as allowed by 9.2, all pipe shall be Charpy
11.2 Each length of pipe shall be tested, by the manufac-
V-notch tested in accordance with Test Methods and Defini- turer, to a minimum hydrostatic pressure calculated from the
tions A370.All pipe body tests shall be transverse to the pipe
following relationship:
axis, taken approximately 90° from the weld. All weld tests Inch-Pound Units:
shall be transverse to the weld axis.
St
P 52 3C (4)
D
9.2 ThebasicspecimenisfullsizeCharpyV-notch.Forpipe
with a specified wall thickness of 0.236 in [5.9 mm] or less,
SI Units:
there is no requirement for Charpy V-notch testing. Where
St
combinations of diameter and wall do not permit the smallest
P 52000 3C (5)
D
specimen size, there is no requirement for proven fracture
toughness. In all cases, the largest possible specimen size shall
where:
be used, except where such a specimen size will result in
P = minimum hydrostatic test pressure, psi [kPa],
energy values greater than 80% of the testing machine
S = specified minimum yield strength, psi [MPa],
capacity:
t = specified wall thickness, in. [mm],
D = specified outside diameter, in., [mm],
Specified Wall Thickness, in. [mm] Specimen Size To Be Used
$0.434 [11.0] Full
C = 0.85 for pipe NPS 16 through NPS 18, and
0.304–0.433 [7.7–10.9] ⁄3
= 0.90 for pipe larger than NPS 18.
0.237–0.303 [6.0–7.6] ⁄2
11.3 When computed test pressures are not an exact mul-
9.3 When specimens smaller than full size are used, the
tiple of 10 psi [100 kPa], they shall be rounded to the nearest
requirements of 9.4 shall be adjusted by one of the following
10 psi [100 kPa].
relationships:
11.4 The minimum hydrostatic test pressure required to
For2/3 size:N 5 R 30.67 (3)
satisfy these requirements need not exceed 3000 psi [20 700
kPa]. This does not prohibit testing at a higher pressure at the
For1/2 size:N 5 R 30.50
manufacturer’s option. The hydrostatic test pressure shall be
where:
maintained for not less than 5 s for all sizes.
N = adjusted value, rounded to the nearest whole number,
and
12. Nondestructive Examination
R = applicable value from 9.4 and 9.6.
12.1 General—The full length of each longitiudinal, helical
9.4 The Charpy V-notch energy impact energy for the pipe and skelp end weld shall be subjected to ultrasonic inspection
body shall be not less than 30 ft-lbf [40 J] minimum average, in accordance with 12.3, in combination with radiography in
or any higher value specified in the purchase order. accordance with ASME Boiler and Pressure Vessel Code,
A1005/A1005M−00 (2010)
Section VIII, Paragraph UW51. Radiographic inspection shall 12.4.4 The area of the pipe containing the defect shall be
include at least 8 in. [200 mm] of weld from each pipe end. repaired by welding.
12.2 All required nondestructive examination (NDE) shall
13. Number of Tests
be performed after hydrostatic test, except for the nondestruc-
tive examination (NDE) of jointer welds and the radiographic 13.1 Tensile testing of the pipe body, longitudinal welds,
and helical welds shall be performed on a test lot b
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